Amdework Belay
Amdework Belay
Amdework Belay
Amdework Belay
Supervised by
Addis Ababa
Ethiopia
March 2012
Amdework Belay
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Dr.Daniel F.Sillasie
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Advisor
Internal Examiner
External Examiner
Signature
Signature
Signature
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ABSTRACT
The thesis paper focused on the water supply network of Addis Ababa, capital city of
Ethiopia. The Addis Ababa water supply has three subsystems according to its principal
water supply sources. These are Akaki, Gefersa and Legedadi subsystem. The paper
considered the legedadi subsystem.
The main objective of this study is to improve the legedadi water supply distribution
service system and control its operation with the aid of computer analysis.
To analyze and improve the existing water distribution system, a model was developed
utilizing Water CAD software. The model can be used to solve ongoing problems,
analyze proposed operational changes, and prepare for unusual events. By comparing
model results with field operations, the operator can determine the cause of problems
in the system and formulate solutions that will work correctly the first time.
The model run was performed for different scenarios to analyze the system model, what
if conditions. These scenarios are at average day demand, FCV-66, FCV-71, FCV-72, and
FCV-73 set closed, FCV-73 set closed and firefighting flow.
the model-simulated values showed a reasonable and small difference to calibrate the
model.
The model analysis result showed the different problems of the system. These are aged
The system has been modified using the design criteria of velocity and pressure. High
pressures in the existing system caused by customers at too low demand have been
identified and solution is established using pressure-reducing valves.
Finally, 10% of the total distribution mains are modified and 19.81% of the distribution
mains are old enough, replaced with newer one. These modifications improved the
performance of the system and saving 5,081m3/day amount of water leakage.
ACKNOWLEDGEMENT
I wish to express my gratitude to my advisor, Dr. Yilma Seleshi (Head of civil
engineering department in Addis Ababa University), for his efforts, useful suggestions,
and encouragements, which provided valuable guidance.
I am thankful to my family for their great support at all the time and for giving me a
confidence every once in awhile, without their support the research work would be
impossible.
I also forward special thanks to Ms. Hiwot Getachew (Draftswoman at Addis Ababa
Water and Sewerage Authority) for providing all the necessary and required data.
I would like to thank AAWSA IT staffs for them greatest initiative supporting in
Finally, I wish to thank all those who have helped me by one way or another during this
research.
TABLE OF CONTENTS
ABSTRACT .....................................................................................................................................3
ACKNOWLEDGEMENT ................................................................................................................4
LIST OF FIGURES...9
LIST OF TABLES.....10
LIST OF APPENDIX...11
LIST OF ABRIVATIONS...12
1.
INTRODUCTION ............................................................................................................... 13
1.1 Background ............................................................................................................................................... 13
1.2 Existing Water Supply Sources of Addis Ababa city .............................................................. 13
1.3 Location of the Study Area ................................................................................................................. 19
1.4 Statement of the Problem ................................................................................................................... 21
1.5 Research Objective................................................................................................................................. 21
1.6 Significance of the Study ..................................................................................................................... 22
2.
3.
4.
7.
6.2 Recommendation.................................................................................................................................... 97
8.
APPENDIX........................................................................................................................ 100
REFERENCES ..................................................................................................................... 98
LIST OF FIGURES
Fig.1: Location map of Addis Ababa water supply sources...14
Fig.2: Photo of Gefersa dam.....15
Fig.3: Photo of Legedadi dam.16
Fig.17 Graph showing pressure contour at peak consumption hour and fire fighting
flow....89
Fig.18 Graph showing velocity in the undersized and oversized at peak consumption
Fig.20 Graph showing velocity in the improved distribution main at peak consumption
LIST OF TABLES
Table 1: Head loss equations and their application area42
Table 9: Average daily water demand of Addis Ababa City for different design
periods59
Table 10: Average daily water demand of pressure zones for different design
periods...61
Table 13: Current flow control valves for intermittent supply of the system..66
Table 15: Daily running hours and yields of the Arara and Yeka wells..67
Table 16: Hourly pattern data of for well supply point, J-291..68
Table 22: Pumps labels and pump definition used in the pump data entry74
Table 23: Locations of the representative samples of a supply main nodes and the
corresponding home faucet...80
Table 24: Comparison of simulated pressure results with field measured data.82
Table25: Old pipe lines in the distribution system84
LIST OF APPENDIXES
APPENDIX-A: Higher water consumers of Legedadi subsystem
10
LIST OF ABBREVIATIONS
AAWSA
AH
AN
Ankorcha
BZ
Belay Zeleke
Hazen-Williams coefficient
CI
Cast iron
CT
Collection Tank
Cust
customer
Diameter
DCI
Ductile iron
DCI
DN
Nominal Diameter
E.C
Ethiopian Calendar
EN
Entoto
Fig
Figure
GI
Galvanized iron
gpm
GR
Gebriel
HL
Head loss
i.e
that is
IT
Information technology
JM
Jan-Meda
KG
Kassa Gebre
km
kilometer
Length
11
l/s
Lpcd
m
m/s
mm
milimeter
MO
PH
Police Hospital
Pr.
Pressure
PS
Pump station
discharge
R1
Entoto R1
R2
Entoto R2
R3
Entoto R3
RC
Reinforced Concrete
RK
Ras Kassa
St
Steel
TM
Teferi- Mekonen
TR
UFW
V
Terminal
velocity
12
1.
INTRODUCTION
1.1 Background
Addis Ababa, the capital city of Ethiopia is located between 460218 and 489590 easting
(UTM), and 976222 and 1005636 northing (UTM). The city have a coverage area of 518
square kilometers and its population census in 2007 was 2,739,551[1].
The Addis Ababa Water and Sewerage Authority (AAWSA) is a public institution in the
city, which is responsible for the supply of potable water. The Authority currently has
eight branch offices and head office at Megenagna. The branch offices are Gurd Shola,
Megenagna, Arada, Gulele, Addis Ketema, NifasSilk, Mekanisa, and Akaki branch.
Currently the city of Addis Ababa gets its water supply from both surface water and
ground water sources. There are three main surface water dams as sources for the
surface water supply. These are Gefersa, Legedadi and Dire. The ground water source is
from Akaki ground water (Akaki well field) and from spring and wells within and near
Addis Ababa. There are two conventional water treatment facilities, namely Legedadi
water treatment plant and Gefersa water treatment plant to supply the city treated
water from the above different sources. The location of the Addis Ababa water supply
sources is shown in fig.1.
Gefersa dam is situated 18 km west of Addis Ababa; Legedadi dam is situated 25 km east
of Addis Ababa; and Akaki well field is situated southeast of Akaki town and about 22
km south of Addis Ababa. Fig.2 and fig.3 are photo showing the Gefersa and Legedadi
dams.
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Dire dam
Gefersa resevoir
Legedadi reservoir
10 Kilometers
N
W
E
S
The annual report of 2010 of Legedadi, ground, and Gefersa water production case
teams indicate that the highest source of water supply of Addis Ababa is Legedadi dam
(treatment plant) which was 60,276,776m3/year with 61 percent of the total water
supply. The next is Akaki well field and wells within as well as near the city, which was
27,716,174m3/year and contributes 28 percent of the total water supply. Gefersa dam
total production.
According to the three principal sources, the city has three main subsystems namely:
Legedadi, Gefersa, and Akaki subsystem.
Legedadi subsystem includes supplies from Legedadi water treatment plant to service
reservoirs of Kotebe terminal, karalo, Ankorcha, Jan Meda, Gebrial Palace, Teferi
Mekonnen, Entoto, AAWSA main office, Belay Zeleke, Police Hospital, Army hospital and
Kasa Gebre; and to pumping stations at Ureal and Mexico square.
Gefersa subsystem includes supplies from Gefersa water treatment plant to service
reservoirs of Rufael, St. Paul, and Ras Hailu.
Akaki subsystem includes the supply of water from Akaki well field to CT, GW1, GW2,
GW3, Bole Bulbula service reservoir and Lebu service reservoir.
The three subsystems have additional ground water well sources apart from their
principal sources. The thesis focused on the Legedadi subsystem, its hydraulic network
modeling and its system upgrading. The location of the Addis Ababa water subsystems
is shown in fig.4.
17
6 Kilometers
Legedadi subsystem
Gefersa subsystem
Akaki subsystem
N
W
E
S
469302 and 489606 easting (UTM) and 987441 and 1005636 northing (UTM). The total
coverage area is 240 square kilometers, 46% of the Addis Ababa coverage area. Fig.5
shows the location map of Legedadi subsystem.
The study coverage area integrates four AAWSA branch offices service area boundary
namely:
19
475000
485000
480000
490000
500000
495000
1010000
1010000
1005000
1005000
1000000
1000000
995000
995000
990000
990000
985000
985000
470000
475000
485000
480000
490000
20
9 Kilometers
Legedadi boundary.dxf
Legedadi subsystem boundary
Legedadi transmission line
Legedadi reservoir
500000
495000
E
S
There are some areas in the existing distribution system with static heads in excess of
140 m, which is 60 m over and above the maximum permissible static head (according
to the accepted design criteria in the 1994 Review Report) [2].
These high static heads cannot at present be controlled, partly due to the loop system
and partly due to the poor condition of the pressure reducing valves. There are also
areas where there are no pressure reducing valves or break pressure tanks/reservoirs,
or where these are insufficient in number [2]. In the existing Legedadi subsystem
layout, there are aged pipelines to be replaced. Hence, the existing distribution system
conditions by assessing all the required appurtenances using water CAD software
modeling.
In the analysis of the existing Addis Ababa water supply network, the consultant, TAHAL
CONSULTING ENGINEERS LTD concluded that the network was in shortfall of supply. To
overcome this problem, the consultant completed the design and prepared the tender
documents for the project, Addis Ababa Water Supply Project III A (AAWSP-III A)
implementation. The project is not commenced, yet.
distribution system and to evaluate the hydraulic performance of the water distribution
network.
General objective:
To improve the legedadi water supply distribution service system and control its
operation with the aid of computer analysis.
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Specific objectives:
To fulfill the above general objective the following specific objectives are used.
by managing the improved system (with all the proper pipe materials, materials size
and appurtenances).
The paper will be important to model and upgrade the other two subsystems of Addis
Ababa water distribution systems easily by applying the same procedures. In addition,
as a base for further research on the study subsystem in future time.
The model can be used to solve ongoing problems, analyze proposed operational
changes, and prepare for unusual events. By comparing model results with field
operations, the operator can determine the cause of problems in the system and
formulate solutions that will work correctly the first time, instead of resorting to trail-
and-error changes in the actual system, like: low-pressure problems, finding closed
valves, and low demand problems. In general, the research will be significant for AAWSA
to improve the performance of the legedadi subsystem and to reduce the deficit of
supply. Modeling and analysis practice for secondary distribution line enables an
engineer or site supervisor to control a site from practical engineering point of view;
enables identification and characterization of the system hydraulically.
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2.
LITERATURE REVIEW
indicating additional sources of water, both surface and groundwater, to meet the needs
of the Addis Ababa Metropolitan Area (AAMA) until the year 2020. Dams at Sibilu and
Gerbi were recommended [2].
In 1994, AAWSA initiated a follow up study meant to continue the source investigation
and prepare detailed design and tender documents for project implementation. The
latter project started in May 1995 and was entrusted to a joint venture of Messrs,
Associated Engineers (AE) and HBT AGRA both of Canada [2]. These consultants
prepared studies and design mainly on surface water resources recommended by the
earlier feasibility study, i.e., Gerbi and Sibilu dams, about 30 km north of Addis Ababa on
the other side of the Entoto Hills, and on groundwater supply in the southern part of the
town from the Akaki aquifer. This Contract was terminated in November 1998 [2].
approved. After critical review, the present Consultant has adopted parts of these
reports in order to reach the objectives of the present Contract completion of design
contract started on September 20, 2003. The contract was to complete the Design and
prepare Tender Documents for Project Implementation [2].
In the analysis of the existing Addis Ababa water supply network the consultant, TAHAL
CONSULTING ENGINEERS LTD concluded that the network was in shortfall of supply. For
the solution of that, the consultant completed the design and prepared the tender
23
documents for the project, Addis Ababa Water Supply Project III A (AAWSP-III A)
implementation. Still the project is not commenced.
adequate pressure from the supply source to consumers for domestic, irrigation,
industrial, fire-fighting, and sanitary purposes [3].
Water distribution systems can be divided into four main components: (1) water
sources and intake works, (2) treatment works and storage, (3) transmission mains, and
(4) distribution network.
(also known as potable or finished water). The degree to which the raw water is
processed to achieve portability depends on the characteristics of the raw water,
relevant drinking water standards, treatment processes used, and the characteristics of
the distribution system [4].
Before leaving the plant and entering the water distribution system, treated surface
water usually enters a unit called a clear well. The clear well serves three main
purposes in water treatment. First, it provides contact time for disinfectants such as
chlorine that are added near the end of the treatment process. Adequate contact time is
required to achieve acceptable levels of disinfection [4].
Second, the clear well provides storage that acts as a buffer between the treatment
plant and the distribution system. Distribution systems naturally fluctuate between
periods of high and low water usage, thus the clear well stores excess treated water
during periods of low demand and delivers it during periods of peak demand.
Third, the clear well can serve as a source for backwash water for cleaning plant filters
24
In the case of groundwater, many sources offer up consistently high quality water that
could be consumed without disinfection.
Water transmission facilities can be classified into gravity flow system and pump-
boosting system, depending on the difference in water level between the purification
facility, and intermediate topographical and geographical features.
The design transmission flow of a water transmission facility must be decided based on
Water transmission pipes are usually installed as a single pipeline from a purification
plant to a service reservoir.
reservoir is located there to adopt gravity flow type, and if not available, pump-boosting
type is adopted [4].
The design distribution flow in the normal state is the maximum hourly distribution
flow in the design daily supply of the design distribution area covered by each
distribution pipeline, and is decided on the assumption that all the customers in the
distribution are use water simultaneously at the time.
25
over periods of varying consumption and to supply water during equipment failure or
for fire demand [6].
The location of service reservoir should be at the center of the distribution area or as
close to it as possible, and if any proper high place is available, pipe distribution can be
realized. If there is no high place, pump boosting type distribution is adopted [6].
be sized for maximum daily instead of maximum hourly demand. During hours of
maximum demand, water flows from these reservoirs to the consumers. When the
demand drops off, the flow refills the reservoir. A mass diagram can be used to
determine the required capacity of the reservoir [6].
Equalizing reservoirs are usually built at the opposite end of the system from the source
of supply, so that during peak flows the maximum distance from the supply to the
high enough to provide adequate pressure throughout the system served. For the
correct hydraulic grade, it is necessary to build the reservoir above the area it serves. If
the topography will not allow a surface reservoir, a standpipe or an elevated tank must
be constructed.
B. Capacity
The capacity of a service reservoir must be decided base on the following conditions.
The standard effective capacity shall be the 12-hour amount of the design
maximum daily supply of the service area, and it shall be increased, considering
The amount of water to be added for firefighting shall conform to water for
firefighting.
26
valves, control valves, air valves, pressure reducing valves, hydrants, drainage facility,
flow meters, etc.
be installed at essential points in particular for water management and control in the
normal state, in the drought season, etc [4].
C. Air valves
Air valves shall be installed at raised and other proper portions of a pipeline.
An air valve shall be provided with a sluice valve for repair.
collected, to prevent the smooth passage of water, and it may induce an accident in the
pipeline. Therefore, the air must be properly removed. Furthermore, when a pipeline is
filled with the water, the air in pipeline must be properly removed, and when water in a
pipeline must be eliminated for the necessity of construction or other work, proper air
suction is necessary [4].
In the case of a distribution main, air valves only can eliminate the air collected in the
pipeline. So, at raised portion of a pipeline where air is most likely to be collected, air
valves must be installed as you might expect. On the other hand, when a distribution
main is filled with water or drained air valves are necessary. When the pipeline is long
and has no raised portions, air valves must be installed to complete filling or draining
within a proper time.
27
A distribution sub main has branching transmission pipes, and the air in the sub main is
eliminated from the water taps. Therefore, a distribution sub main does not require any
air valves as a rule. However, if there is neither branching transmission pipe nor
hydrant nearby at any raised portion of a distribution sub main, an air valve is
necessary.
D. Hydrants
Hydrants shall be installed in distribution sub mains, and their installation must
conform to the following conditions.
in diameter as a rule.
Hydrants are installed in distribution sub main for the purpose of water source for
firefighting when fires occur. On the other hand, they are used also for air suction when
the pipeline is drained, for air exhaust when the pipeline is filled with water, and as
drained facility for keeping the water quality of distribution pipeline. They should be
installed at proper places, considering these purposes of use.
It is desirable that hydrants are installed not only at places necessary for firefighting
water use, but also at raised and lowered of distribution sub main for air suction and
exhaust during pipe drainage and water filling, and draining for keeping water quality.
The installation of flow meter and piezometers must conform to the following
conditions.
Flow meters and piezometers shall be provided at the start point of each
distribution pipeline, major branching portions, etc.
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As required, equipments for controlling the information of flow rates and water
pressures shall be installed.
F. Drainage facility
Drainage facility should be installed for discharging foreign matters remaining in turbid
water, generated in pipeline, and draining water after maintenance of pipeline. Drainage
facility shall be installed at low portions of distribution mains near a river, sewer duct,
and irrigation canal.
Today, water distribution modeling is a critical part of designing and operating water
distribution systems that are capable of serving communities reliably, efficiently, and
safely, both now and in the future [6].
With todays technology and expedient software packages, we are able to model a
system relatively quickly. This saves us from the repetitive iterations that determine the
flows and pressures.
Water CAD provides sensitive access to the tools needed to model complex hydraulic
Overview
Apply the
L
Model
Getting
Started
USING MODEL
Network
representation
(skeletonization)
Water Use
(consumption,
demand)
Pipe
properties
Model skeletonization is the process of simplifying the real system for model
representation, and it involves making decisions about the level of detail to be
included.
Below are several considerations for water distribution modeling that should be
weighed while assembling our model components and developing your schematics.
31
interpolate the ground elevations at junction nodes and other locations throughout the
system. Of course, the smaller the contour interval, the more precisely the elevations
can be estimated.
contains all of the various components of the system, and defines how those elements
are interconnected. Networks are comprised of nodes, which represent features at
specific locations within the system, and links, which define relationships between
nodes.
Water distribution models have many types of nodal elements, including junction
nodes where pipes connect, storage tank and reservoir nodes, pump nodes, and control
valve nodes. Models use link elements to describe the pipes connecting these nodes. In
addition, elements such as valves and pumps are sometimes classified as links rather
than nodes.
Intelligent use of element labeling can make it much easier for users to query tabular
displays of model data with filtering and sorting commands.
Rather than starting pipe labeling at a random node, it is best to start from the water
source and number outward along each pipeline. In addition, just as pipe elements
were not laid randomly, a pipe-labeling scheme should be developed to reflect that.
2.3.4.1 Reservoirs
The term reservoir has a specific meaning with regard to water distribution modeling
that may differ slightly from the use of the word in normal water distribution
32
can supply or accept water with such a large capacity that the hydraulic grade of the
reservoir is unaffected and remains constant. It is an infinite source, which means that
it can theoretically handle any in flow or outflow rate, for any length of time, without
running dry or overflowing. In reality, there is no such thing as a true infinite source.
For modeling purposes, however, there are situations where inflows and out-flows
have little or no effect on the hydraulic grade at a node.
Reservoirs are used to model any source of water where the hydraulic grade is
controlled by factors other than the water usage rate. Lakes, groundwater wells, and
clear wells at water treatment plants are often represented as reservoirs in water
distribution models. For modeling purposes, a municipal system that purchases water
from a bulk water vendor may model the connection to the vendors supply as a
reservoir.
For a reservoir, the two pieces of information required are the hydraulic grade line
(water surface elevation) and the water quality. By model definition, storage is not a
concern for reservoirs, so no volumetric storage data is needed.
2.3.4.2 Tanks
A storage tank is a boundary node, but unlike a reservoir, the hydraulic grade line of a
tank fluctuates according to the inflow and outflow of water. Tanks have a finite
storage volume, and it is possible to completely fill or completely exhaust that storage
(although most real systems are designed and operated to avoid such occurrences).
For steady-state runs, the tank is viewed as a known hydraulic grade elevation, and the
model calculates how fast water is flowing into or out of the tank given that HGL.
Given the same HGL setting, the tank is hydraulically identical to a reservoir for a
steady-state run. In extended-period simulation (EPS) models, the water level in the
tank is allowed to vary over time.
Regardless of the shape of the tank, several elevations are important for modeling
purposes. The maximum elevation represents the highest fill level of the tank. The
overflow elevation, the elevation at which the tank begins to overflow, is slightly higher
33
than the maximum elevation. Similarly, the minimum elevation is the lowest water
level in the tank should ever be. A base or reference elevation is a datum from which
tank levels are measured, use fig.7 the levels of these tank elevation.
2.3.4.3 Junctions
As the term implies, one of the primary uses of a junction node is to provide a location
for two or more pipes to meet. The other is to provide a location to withdraw water
2.3.4.4 Pipes
A pipe conveys flow from one junction node to another in a network. In practice,
pipelines may have various fittings, such as elbows, to handle abrupt changes in
direction, or isolation valves to close off flow through a particular section of pipe.
For modeling purposes, individual segments of pipe and associated fittings can all be
combined into a single pipe element. A model pipe should have the same
characteristics (size, material, etc.) throughout its length.
34
Length
The length assigned to a pipe should represent the full distance that water flows from
one node to the next, not necessarily the straight-line distance between the end nodes
of the pipe.
defined length for pipes. Scaled lengths are automatically determined by the software,
or scaled from the alignment along an electronic background map. User-defined
lengths, applied when scaled electronic maps are not available, require the user
manually enter pipe lengths.
Even in some scaled models, there may be areas where there are simply too many
nodes in close proximity to work with them easily at the model scale (such as at a
pump station). In these cases, the modeler may want selectively depict that portion of
the system schematically.
Diameter
A pipes nominal diameter refers to its common name, such as a 16-in. (400-mm) pipe.
The pipes internal diameter, the distance from one inner wall of the pipe to the
opposite wall, may differ from the nominal diameter because of manufacturing
standards. Most new pipes have internal diameters that are actually larger than the
nominal diameters.
2.3.4.5 Pumps
A pump is an element that adds energy to the system in the form of an increased
hydraulic grade. Since water flows downhill (that is, from higher energy to lower
energy), pumps are used to boost the head at desired locations to overcome piping
head losses and physical elevation differences.
35
2.3.4.6 Valves
A valve is an element that can be opened and closed to different extents (called
throttling) to vary its resistance to flow, thereby controlling the movement of water
through a pipeline.
behind the hydraulic dynamics occurring in water distribution systems. Anywhere that
water can leave the system represents a point of consumption, including a customers
faucet, a leaky main, or an open fire hydrant [6].
consumption located? , and (3) how does the usage change as a function of time? These
questions for each of the three basic demand types described below should be
addressed.
physical characteristics of a system. Some data, such as billing and production records,
can be collected directly from the utility but are usually not in a form that can be
directly entered into the model. Once this information has been collected, establishing
consumption rates is a process requiring study of past and present usage trends and, in
some cases, the projection of future ones.
The total water supply of a city is usually distributed among the following four major
classes of consumers: domestic, industrial, commercial, and public.
36
Domestic user: it consists of water furnished to houses, apartments, hotels, and hotels
for drinking, bathing, washing, sanitary, and lawn-sprinkling purposes. Domestic use
accounts for between 30 and 60% (50 to 60 gal per capita per day) of total water
consumption in an average city.
Commercial user: it is used in stores and office buildings for sanitary, janitorial, and air
conditioning purposes. Commercial use of water amounts to about 10 to 30% of total
consumption.
Industrial user: it is diverse but consists mainly of heat exchange, cooling, and cleaning.
No direct relationship exists between the amount of industrial water used and the
population of the community, but 20 to 50% of the total quantity of water used per
capita per day is normally charged to industrial usage. Usually the larger-sized cities
have a high degree of industrialization and show a correspondingly greater percentage
of total consumption as industrial water [2].
Public user: it is for parks, public buildings, and streets contribute to the total amount
of water consumed per capita. Fire demands are usually included in this class of water
use. The total quantity of water used for firefighting may not be large, but because of the
high rate at which it is required, it may control the design of the facilities. About 5 to
10% of all water used is for public uses [2].
Waste and miscellaneous usage of water include that lost because of leakage in mains,
After consumption rates are determined, the water use is spatially distributed as
demands, or loads, assigned to model nodes. This process is referred to as loading the
model. Loading is usually a multistep process that may vary depending on the problem
being considered. The following steps outline a typical example of the process the
modeler might follow [8].
factors and demand multipliers can be applied, or to which new land developments and
customers can be added. Baseline demands typically include both customer demands
and unaccounted-for water. Usually, the average day demand in the current year is the
baseline from which other demand distributions are built.
Water distribution systems may measure and record water usage in a variety of forms,
including
Although water utilities make a large number of flow measurements, such as those at
customer meters for billing and at treatment plants and wells for production
monitoring, data are usually not compiled on the node-by-node basis needed for
modeling. The modeler is thus faced with the task of spatially aggregating data in a
useful way and assigning the appropriate usage to model nodes.
The most common method of allocating baseline demands is a simple unit loading
method. This method involves counting the number of customers [or acres (hectares)
of a given land use, number of fixture units, or number of equivalent dwelling units]
that contribute to the demand at a certain node, and then multiplying that number by
the unit demand [for instance, number of gallons (liters) per capita per day] for the
applicable load classification.
Two basic approaches exist for filling in the data gaps between water production and
computed customer usage: top-down and bottom-up. Both of these methods are based
on general mass-balance concepts.
Top-down demand determination involves starting from the water sources (at the
top) and working down to the nodal demands. With knowledge about the production
38
of water and any large individual water customers, the remainder of the demand is
disaggregated among the rest of the customers. Bottom-up demand determination is
exactly the opposite, starting with individual customer billing records and summing
their influences using meter routes as an intermediate level of aggregation to determine the nodal demands.
Peaking factors can be determined by dividing the maximum daily usage rate by the
average daily usage rate as below [9].
Where
Pf = peaking factor
Fire fighting flows are usually accounted for in maximum daily flow. There are several
time related demands that should be considered in the model such as seasonal
demands, weekly demands, population growth and industrial demands, etc. Seasonal
demands such as hot dry summers cause increase lawn watering.
of its neighbors; the entire system is interrelated in such a way that the condition of one
element must be consistent with the condition of all other elements. Two basic
equations that govern in Water CAD modeling network of these interconnections [7]:
39
QINt=(QOUTt + Vs)-----------------(2)
Where:
QIN
(such as by a pump), and energy removed from the system (due to friction). The
changes in energy are referred to as head gains and head losses [11].
In hydraulics, energy is converted to energy per unit weight (ft-lb/lb) of water, reported
in length units (ft) called head. Balancing the energy across any two points in the
system, the energy equation will be as follow: Fig. 8 shows head losses in a pipeline.
P1 / + z1 + V2 1 / 2g + = P2 / + z2 + V 2 2 / 2g + hl----------------------- (3)
Where:
40
Pressure head - p /
Velocity head - V2 / 2g
Elevation head z
Head loss on the account of surface resistance, friction loss depends on:
Pipe length.
41
Darcy Weisbach
Colebrook White
Swamee Jain
Hazen Williams
Manning
42
functions another. In our case, the term simulation refers to the process of using a
Simulation can be used to predict system responses to under a wide range of conditions
without disrupting the actual system, and solutions can be evaluated before time,
money, and materials are invested in a real-world project.
There are two most basic types of simulations that a model may perform, depending on
what the modeler is trying to observe or predict.
These are:
position, and so on) assuming that hydraulic demands and boundary conditions do not
change with respect to time. The flow chart of steady state simulation is shown in fig. 9.
pressures, and other variables defining the state of the network for a unique set of
hydraulic demands and boundary conditions.
Steady-state models are generally used to analyze specific worst-case conditions such as
peak demand times, fire protection usage, and system component failures in which the
effects of time are not particularly significant.
43
Set up
Data entry
N equations
N unknowns
Initial
Solution
No
Calculate V, P
Yes
Convergence?
Solve
equations
For H and Q
Results
Fig.9 Flow chart for steady state simulation
Source:[7]
The need to run extended period simulation is because the system operations change
over time.
Simulation Duration: An extended-period simulation can be run for any length of time,
44
depending on the purpose of the analysis. The most common simulation duration is
typically a multiple of 24 hours, because the most recognizable pattern for demands and
operations is a daily one.
for one steady-state portion of an EPS, and it should be selected such that changes in
system hydraulics from one increment to the next are gradual. A time step, too large
may cause abrupt hydraulic changes to occur, making it difficult for the model to give
good results.
Using an EPS model we can simulate based on the peak, minimum and average day
demands.
Data entry
Results
First time
Initial
Step
Conditions
Yes
Last step?
45
Network
Check
control
No
Source: [7]
Solve
3.
The current water distribution system, Legedadi subsystem consist all the main
components of a water distribution system, use fig11.
3 Kilometers
W
E
S
Gravity distribution.
Table 2 shows sources of the Legedadi subsystem and their daily planned water
production for2011.
47
Discharge
S.No Name
1
2
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
2.10
2.11
2.12
2.13
2.14
2.15
2.16
2.17
2.18
2.19
2.20
Legedadi
(treatment plant)
Daily working
Daily water
hour(Hr)
production
(l/s)
dam 1,909.72
(m3/day)
24
165,000
Kara
86
Selam
16
14
806
Kara Luke
Salayish
Ankorcha-1
Ankorcha-2
Ararat
Yeka
Bole lemi-7
Site-5
Site-2
Legetafo-1
Legetafo-2
Ayat
Derek Dildy
Frensay Abo
Hamle-19
Meketeya
Tsion-1
Egziabherab
20
14
8
7
29
8
13
13
13
20
20
10
14
19
8
5
18
10
16
14
21
22
14
12
10
12
12
14
14
12
18
22
9
5
15
18
179,138
1152
706
605
554
1462
346
468
562
562
1008
1008
432
907
1505
259
90
972
648
Therefore, the total daily amount of water supplying to the system for this year is
intended to be 179,138 m3/day.
48
The legedadi reservoir has been supplied 60 square kilometers service area,
25% of the system service area.
Ground water wells have been supplied 69 square kilometers service area, 29%
According to 2005 Areal map of Addis Ababa city there are no households in the
map located and from the municipality master plan, these areas are categorized
as green area and proposed as mixed development land use. Therefore, areas
that did not need water supply are 111 square kilometers, 46%of the system
service area.
As per the 2005 Areal map of the city and from July to December 2010 sold billing
record of AAWSAs higher customer, the legedadi reservoir service area is highly
populated and higher consumers are being located in it than sources from ground water
wells, use fig.12.
For the study, the surface water source and only two ground water wells have been
considered. The wells are Ararat and Yeka, which delivered to Ankorcha reservoir.
49
50
The transmission mains convey water from legedadi reservoir in to kotebe Terminal by
gravity. From Terminal to Janmeda, service reservoir water is being delivered by pump
boosting with DN 900mm DCI pipe, installed in 1985. From Terminal to Meskel Square,
water is being delivered by gravity system with DN 900mm-steel pipe, installed in 1970.
release, drainage and fire hydrant valves .These are shown in table 6, table 7 and table 8
respectively.
A. Service Reservoir
Legedadi subsystem, hereinafter called the system has eleven service reservoirs and
three pumping stations. The subsystem service reservoirs are described in table 3.
51
No.
S.No Name
1
Belay Zeleke
AAWSA
Office
main 1
Ras Kassa
Entoto
Teferi- Mekonen
2
1
2
1
1
2
3
1
Jan Meda
Kassa Gebre
Army Hospital
8
9
10
11
12
Ankorcha
Terminal
Gebriel
Palace
Police Hospital
2
3
4
1
2
1
No.
material
(m3)
1959
Masonry
1000
2
2
2
3
4
2
2
1
Capacity
Built
Construction
tanks
2
3
of Year
1956
1963
1940
1973
1973
1983
1973
1973
1983
1983
1960
1983
1963
Masonry
RC
Masonry
RC
RC
Masonry
RC
1963
RC
1983
RC
1983
-
1969
1960
-
1983
RC
RC
RC
52
5000
5000
500
500
1000
1250
1250
2500
1250
1250
5000
5000
500
2500
500
500
5000
5000
10,000
10,000
1000
300
50
250
Methods of supply to one another of the above reservoirs and to their service area are
both pumping and gravity systems. Use table 4.
Supplied
from Supplied
reservoir
reservoir
Legadadi reservoir
Terminal
Janmeda
Teferi mekonen
S.No
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Terminal
Tefferimekonnen
Entoto
Entot R1
Janmeda
Janmeda
Teferimekonnen
Terminal
Mexcio
Terminal
Belay Zeleke
Mexico
Jan Meda
Entoto
Entoto R1
Entoto R2
Gabriel
Kassa Gabrie
Angorcha
Urael
Ras Kassa
Mexico Square
Police Hospital
Police Hospital
Karalo reservoir
53
to Method of Supply
Gravity
Pumping
The system current pumping stations information are illustrated in the following table .
Pumping
Pump
Design Head
Station
No
(l/s)
(M)
Terminal
313
313
2
4
5
6
Jan Meda
1
2
3
4
5
6
7
8
Tefere
Mekonnen
9
1
Main Office
150
150
150
75
75
100
100
100
52
52
52
52
86
Pump position
75
Working
75
"
Standby
75
75
75
75
57
57
32
32
32
57
57
57
57
63
"
Teferi Mekonen
"
"
"
Entoto Reservoir
Working
"
Standby
Working
"
"
"
Standby
Working
"
Standby
Working
Working
86
63
"
Standby
26
64
"
"
1
2
26
75
75
64
160
160
54
"
2
3
AAWSA
313
Delivered to
Working
"
Standby
Pumping
Pump
Design Head
Station
No
(l/s)
(m)
Police
75
Mexico
167
Hospital
Square PS
Urael
2
2
1
2
75
167
50
50
Delivery to
Pump position
98
Kassa Gebre
Working
30
PH Res.
Working
98
30
38
38
"
"
Gabriel
"
"
"
Working
Standby
Rass Kassa
130
Working
CMC
25
187.3
Karalo Res.
Working
Pumping
station
2
2
Table 5 (continued)
55
22.22
130
187.3
"
"
Working
"
B. Accessory Equipments
As of the transmission main of the system the distribution facility is composed of
accessory equipments such as; air release, drainage and fire hydrant valves. Use the
following tables.
S.No.
Connected from
DN(mm)
Easting (UTM)
Northing (UTM)
483369
997005
1200
482258
997107
900
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
483352
482274
481553
481531
481077
481077
488134
475331
476618
475086
475071
475012
474426
473954
1200
997331
1200
997459
1200
998419
400
997304
997437
996806
997905
999191
999185
999548
998438
999718
1001377
471206
1001606
472651
476270
476870
900
997075
474425
56
996982
1000799
995866
995598
900
900
900
400
200
200
200
300
250
150
150
200
200
200
Location of
S.No.
Easting (UTM)
Northing (UTM)
483701
996987
477778
996915
482048
477332
476907
476619
476484
476073
476331
10
477587
11
474531
12
474279
13
472457
14
472028
15
470901
16
477362
17
477757
18
478304
19
478761
997166
900
1200
99961
400
1001462
150
1001708
993834
994688
994670
993818
100
100
997327
1001817
250
100
996840
1000501
250
100
996829
1001347
Size(mm)
100
996804
997159
from
100
996894
57
Connected
DN(mm)
150
150
200
250
200
200
200
200
100
100
100
100
100
100
100
100
100
100
100
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
Location of Hydrant
Easting (UTM)
Northing (UTM)
475513
992368
477138
992880
475896
993671
476594
994471
476421
994562
475716
995188
475371
995981
476456
996488
477317
996632
477905
996931
477517
995572
478308
995979
478132
995479
478652
994894
479954
995246
475841
997269
470503
998472
470889
997589
474568
996554
474017
996441
474230
997245
474430
997813
474231
997918
473978
998356
473217
996074
473590
997223
473270
997719
473064
997917
472801
998308
472394
998654
473079
999165
473229
996054
472972
996383
472404
996331
471857
995833
471309
995938
471207
996521
4.
RESEARCH METHODOLOGY
Year
1
2
3
4
5
6
1994
2002
2006
2011
2020
2025
98
123
140
161
192
229
Table 9 Average daily water demand of Addis Ababa City for different design periods
The annual average rate increase of per capital demand is being used as 3.34 %.
distribution network, the boundaries of the 30 pressure zones proposed for Addis
Ababa were delineated [2]. The boundaries of these pressure zone are shown in figure
13.
The water demand requirements for the future development of the town divided by
zones, woredas and kebeles are shown in table 10.
59
Pressure
Zone
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Total
Demand (l/s)
2011
248
55
129
64
172
266
688
717
455
195
1099
191
647
354
104
406
83
222
46
233
114
153
136
138
103
12
21
61
11
8
161
2020
446
88
280
8671
331
425
1199
1113
694
267
1529
284
1040
579
840
682
131
320
78
385
181
219
215
233
180
20
36
103
19
14
192
2025
646
138
388
193
487
612
1626
1504
915
384
1916
377
1409
785
199
948
175
421
109
527
249
280
298
318
223
28
43
143
26
19
229
Table 10 Average daily water demand of pressure zones for different design periods
61
2. From the known areas of kebeles and projected population for the design year,
population density of the kebele is calculated.
6. The delineated areas are overlapped to the kebeles and pressure zones.
7. Nodal demand is calculated using the following formulae.
Nd = pi.dj
Where
Nd = Nodal demand
dj = per capital demand for each pressure zones of the service area
i = subscript referring to the i-th kebele in the service area
The capacity of main distribution grids is determined by the peak hour demand.
Pressure and Velocities
The design criteria used in the design of pressure zone boundaries, nodal pressure
during the period of peak demand, and optimum velocities of the transfer and
distribution mains are as follows:
62
Hydraulic Calculations
Pressure
Minimum static head is 20 m, which can supply a 4-storey building from the
distribution system.
utilizing Water CAD software (Water CAD for Auto CAD 2004 software). Water CAD is
Its integration with other external softwares, like Auto CAD and Microsoft excel.
It requires less effort and shorter time to build a model than others do.
The approaches adopted for each of the system components to perform the model are
described below.
All the existing water distribution system and other related available data have
been collected.
63
The existing water distribution layout has been built using Water CAD for Auto
CAD 2004 software tools, model representation.
All the existing and generated data have been entered into the built model.
according to status.
The status of the valves in the model (closed or regulated) has been considered
The model has been simulated for single period and extended period.
Using different scenarios the model has been analyzed and then the water
distribution system is improved or upgraded.
Existing available data describing the system have been gathered to generate the system
water distribution modeling.
A. From the system map of the network, the following information were available and
collected from AAWSA
The water distribution network is available in Auto CAD software having the following
system informations.
network.
Locations of other system components like reservoirs, tanks and valves in the
The Ababa Water Supply Project III A (AAWSP-III A) pressure zone boundaries
B. Tank informations have been gathered from Addis Ababa Water Supply Project III A
(AAWSP-III A) and from AAWSA (Unaccounted for water and System Control and
Monitor performer).
64
The Informations are about the tanks diameter, base elevation, minimum elevation,
initial elevation and maximum (over flow) elevation, use table 11.
S.N
o
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Label
Base
Tank
Elevation
Diameter Elevation
(m)
(m)
Legedadi
2438
ST2
2410
Kara
2489
12
2408
50
Reservoir
ST3
ST4
Terminal-1
Terminal-2
Ankorcha
PG
MO
BZ
TM
Jan Meda
EN
RK
2400
2408
2408
2390
2422
2494
2637
2518
2471
2574
2538
50
28
20
60
17
33
45
12
12
Minimum
Initial
Maximum
HGL (m)
Elevation
(m)
18
2.5
0.2
0.2
0.2
0
0
0.2
0
0.2
0.3
0
0.2
(m)
11.12
13
18.55
2.7
2.7
2.7
0.1
0.5
3.3
2
4
4
3
2
20
5.2
5.2
5.2
8
4.5
3.7
4
6
8
8.3
5
A design point (1 point) type of pump head definition has been used in the modeling
due to the available data of pumps head and design discharge. The data are available in
table 5.
65
Agency of Ethiopia.
The last census is being counted on May 28, 2007 up to November 28, 2007, use table
12. In the census, household is defined as a group of persons living together in the same
housing unit.
Region
Addis Ababa
hold
size
2,687,593 655,118
4.1
The existing valves have several status conditions, that is valves used for the
intermittent supply and for throttling. These data are collected and listed in the
following tables.
S.No.
Level of DN(mm)
Easting
Northing
FCV-71
400
483717
996896
FCV-72
300
483692
996871
FCV-66
200
482060
997140
FCV-73
400
478440
996883
FCV
(UTM)
(UTM)
Wend. 5:00 PM
Wend. 5:00 PM
Wend. 5:00 PM
Whole days
5:00 PM
Opening Time
Thurs. 9:00 AM
Thurs. 9:00 AM
Thurs. 9:00 AM
Whole days
9:00 AM
Table 13 Current flow control valves for intermittent supply of the system
66
S.
N
o
Label
Elev.
Dia.
(m)
(mm)
Status
Initial
Valve
Status
Easting
Northing
(m)
(m)
TCV-1
2,387.50
400
one-
Throttling
Active
478,292
996,905
TCV-2
2,350.00
250
three-
Throttling
Active
475,146
995,860
TCV-3
2,330.00
250
one-
Throttling
Active
475,711
995,141
TCV-4
2,420.50
150
one-
Throttling
Active
476,168
998,168
TCV-5
2,411.50
350
Closed
Closed
475,001
998,253
TCV-7
2,346.50
350
Closed
Closed
472,954
996,757
6
8
9
TCV-6
TCV-8
TCV-9
2,370.50
2,328.60
2,351.00
250
400
200
quarter
quarter
quarter
quarter
0
Closed
Closed
one-
Throttling
quarter
Closed
Closed
Active
475,003
477,876
478,347
996,975
994,892
995,554
G. From July to December 2010 sold billing record of AAWSA, higher customer has been
collected. Moreover, locations of UTM (easting and northing) for some of them are taken
from the higher consumers of 2008 year, refer appendix-A.
I. The current running hours and yield of the two ground water wells have been
collected from AAWSA (Ground Water Production Case Team), use table 15.
Well
S.No
Name
Current
yield(l/s)
Working
Hour
(Hr./day)
Starting
Time
Closing
Time
29
20
10:00 PM
7:00 PM
Ararat
Yeka
12
6:00 AM
6:00 PM
Table 15 Daily running hours and yields of the Arara and Yeka wells
Data of the pumps for the wells like discharge and head were not available. Since both
wells are being delivered to Ankorcha reservoir, an assumption is made by creating a
67
node (J-291) near the inlet of the reservoir and entering a negative total daily demand
(inflow) of the wells to the node. Therefore, the total daily supply is calculated to be
37l/s. For hourly pattern supply variation of a three hour time step, according to their
running hours of a day are given in the following table.
Start Time:12:00PM
Starting Multiplier:0.78
0.78
Multiplier
0.78
9
1
12
1
15 18
1
21
24
0.78 0.78
Water III (TAHAL Consulting Engineers Ltd) measuring the flow of pipelines having
different age, diameter and type of materials.
Hazen Williams
year
(mm)
material
Coefficient
After 1980
1200-700
DCI,Steel,GSI
100
After 1980
600-150
DCI,Steel,GSI
90
1955-1979
1955-1979
1200-700
600-150
DCI,Steel,GSI
DCI,Steel,GSI
90
80
110
An assumption of 10% reduction of the above values, and for those pipelines installed
after 2003 5% increase has been made for the model analysis, use table 18.
Construction
year
Diameter of
Type of material
Pipe (mm)
Hazen
Williams
Coefficient
After 2003
>150
DCI
105
1980-2003
1955-1979
600-150
600-150
DCI,Steel,GSI
DCI,Steel,GSI
81
72
1980-2003
1955-1979
1200-700
1200-700
DCI,Steel,GSI
DCI,Steel,GSI
90
81
99
115.5
K. From topographic map, contour lines with an interval of one meter and five meter
have been collected.
considered for modeling the system from which other demand distributions are built
and it includes both customer demand and UFW.
Average per capita demand for the study area has been adopted from water demand
projection study conducted for Water III (TAHAL Consulting Engineers Ltd). Out of four
scenarios of demand projection, the selected one by AAWSA was 161 liters/cap/day for
the period 2011.
collected from the Central Statistical Agency [1], use table 19.
69
Year
1978
1984
1994
2007
Population
1,167,315
1,423,111
2,112,737
2,739,551
Geometric Increase method of population forecasting has been adopted for this
research. Because this, method is mostly applicable for growing towns and cities having
vast scope of expansion, like Addis Ababa city. Moreover, it is based on the assumption
that the percentage increase in population remains constant.
The following formula has been adopted for the population projection [13].
Pn=Po*(1+K)n ---------------------(4)
Where
1967 - 683,530
1978 - 1,167,315
11 years at 4.99%
1994 - 2,112,737
10 years at 3.57%
1984 - 1,423,111
6 years at 3.63%
From the census of 1994 and 2007, the growth rate between the two years is calculated
to be 9.05%. Therefore, population projection for the years after 2007 has been used
the averages of the above five growth rates, which is 5.77%.
70
Hence, the distribution system has been configured for each sub pressure zone by
carefully identifying the location of high domestic and non-domestic customers finally
Pressure
zone
1
2
3
4
5
6
7
8
9
10
11
12
13
14
8
10
11
12
13
14
15
18
20
22
23
24
26
28
Average daily
demand
l/s
764
251
1379
245
849
541
126
278
330
194
188
190
26
88
Maximum daily
demand
l/s
840
276
1517
270
934
595
139
305
363
214
207
209
28
97
Peak hourly
demand
l/s
1154
432
1945
423
1267
851
235
472
549
344
335
337
57
171
Peak hourly
factor
1.51
1.72
1.41
1.72
1.49
1.57
1.86
1.7
1.67
1.77
1.78
1.78
2.24
1.94
Water demand in a distribution system fluctuates over time. This variation in demand
over time can be modeled using demand patterns. Demand patterns are multipliers that
vary with time and are applied to a given base demand, most typically the average daily
demand.
The variation in water consumption over a 24-hour period was adopted which had been
investigated [13]. Use table 21.
71
Time from
start (hour)
Multiplier
12
15
18
21
24
0.7
PZ-peak
1.3
1.2
1.0
1.2
0.5
0.4
Selection of pipelines for modeling has been based on the primary line, all
pipelines of the system having a diameter greater than or equal to 150 mm.
Legedadi water distribution Subsystem has been delineated from the existing
The network of the system has been sketched out by over laying on the
AutoCADs distribution components using Water CAD tools in Water CAD for
AutoCAD 2004 software, like reservoirs, tanks, pumps, valves, pipes and so on.
In accordance with the requirements of the model, a node has been located at all
points where the pipeline diameter changed or where three or more pipelines
joined.
All the data have been entered into the skeletonized water distribution network using
dialog box type of data entering. These data were the following.
The gathered data have been entered in to the sketched water CAD model.
The ground elevations of reservoirs, tanks, nodes, pumps, valves and other
locations have been interpolated and entered by superimposing a topographic
map on a map of the network model throughout the system. The 1m contour
72
interval has been used for the interpolation of ground elevation of different
locations.
Average-day demands have been allocated to nodes using a simple unit loading
method, the number of customers that contribute to the demand at every node
appropriate. Special attention has been paid to the 352 major consumers.
Peaking factor for each nodal demand have been entered by considering their
pressure zone.
Hence, the distribution system has been configured for each sub pressure zone by
Pumps data have been entered into the built model in the following table format.
73
Design
Design
Label
Pump Definition
CMC
187.3
47.22
TR-2
76
312.5
TR-1
TR-3
TR-6
TR-5
TR-4
Urael
JM-1
JM-2
JM-5
JM-3
JM-4
MO-1
MO-2
JM-9
JM-7
JM-8
TM-1
TM-2
TM-3
TM-4
EN-2
EN-1
BZ-2
MO-3
76
76
75
75
75
38.00
52
52
100
100
100
75
75
52
52
52
86.1
86.1
26.4
26.4
19.7
19.7
4.9
83.33
312.5
312.5
150
150
150
50
57
57
32
32
32
160
160
57
57
57
63
63
63.5
63.5
89
89
100
33
Table 22 Pumps labels and pump definition used in the pump data entry
74
5.
is the demand at every node not changing throughout 24 hours of a day. The software
simulates Steady-State hydraulic calculation based on mass and energy conservation
equations principle. Use appendix-B for the results.
The system conditions have been computed over twenty-four hours with a specified
time increment of three hour and starting model run time at 12:00 PM. The software
The model can be simulated for every three-hour time setup in the twenty-four hour
duration. However, for the analysis the peak and minimum hours, demand has been
simulated to identify the current problems of the system and then to redesign the model
based on the design criteria of the water distribution system, parameters like pressure
and velocity.
Use appendix C, the attached results of the system performed run from:
Note: Minimum hour model run has been made at 1:00 hour from starting time.
Peak hour model has been made at 7:00 hour from the starting.
75
The water distribution main model has a total length of 193,564.80m, which integrates.
The water distribution main model inventory also consists of 478-pressure pipe, 1reservoir, 294-junctions, 25-pumps, and 14-tanks
The current legedadi water supply system condition is an intermittent type so different
alternative and scenario managements have been performed to analyze the system
what if? situations in a single file. Scenario management of the existing system built
model has been performed to redesign after comparing the following alternatives and
scenarios from existing water supply situations [7].
The alternatives and scenarios from the intermittent water supply conditions were:
FCV-66, FCV-71, FCV-72, and FCV-73 set closed- operational alternative as child
scenario.
76
Two hour for a flow of less than 2500gpm (2.63 l/s) [7].
The total daily demand in the service area of the study, legedadi reservoir is estimated to
be 1783.14 l/s. From the study of Water III TAHAL Consulting Engineers Ltd, fire
fighting was taken as ten percent of the total demand. So this figure has been adopted
for the thesis study.
Therefore, fire fighting for the study area can be calculated to be 178.31 l/s. Twentynine numbers of fire hydrants have been counted.
From the above figures, the average daily fire fighting flow near nodes of these hydrants
is calculated to be 6.15 l/s, so the needed fire flow duration at these nodes of hydrants is
three hour with a value of 49.20 l/s.
The nodes are J-51, 64, 73, 74, 81, 82, 100, 102, 104, 105, 107, 109, 129, 136, 143, 148,
168, 170, 172, 194, 242, 255, 261, 264, 269, 273, 288, 274 and J-119.
The results of the above scenarios for each and compression of one another are attached
in appendix C in tabular.
necessary, adjusting the data describing the system until model-predicted performance
reasonably agrees with measured system performance over a wide range of operating
conditions.
Even though the required data have been collected and entered into a hydraulic
simulation software package, the modeler cannot assume that the model is an accurate
solves the equations of continuity and energy using the supplied data; thus, the quality
of the data will dictate the quality of the results. The accuracy of a hydraulic model
77
depends on how well it has been calibrated, so a calibration analysis should always be
performed before a model is used for decision-making purposes.
Pressure Measurement
Pressures are measured throughout the water distribution system to monitor the level
of service and to collect data for use in model calibration. Pressure readings are
commonly taken at fire hydrants also at hose bibs, and home faucets [7].
If the measurements are taken at a location other than, a direct connection to a water
main (for example, at a house hose bib), the head loss between the supply main and the
site where pressure is measured must be considered.
Models can be calibrated using one steady-state simulation, but the more steady-state
simulations for which calibration is achieved, the more closely the model will represent
the behavior of the real system.
(2) 95% of field test measurements should be within 0.75 m or 7.5% of the
(3) 100% of field test measurements should be within 2 m or 15% of the maximum
head loss across the system, whichever is greater.
Sampling location
thousands of links and nodes. Ideally, during the water distribution model calibration
process is adjusted for each link and each node. However, only a small percentage of
representative sample measurements can be made available for the use of model
calibration due to the limited financial and labor requirements for data collection.
Therefore, it is of utmost importance to have a comprehensive methodology and
78
efficient tool that can assist the engineer in achieving a highly accurate model under
practical conditions [7].
sampling. Sites should be spread throughout the study area and should reflect a variety
of situations of interest, such as transmission mains and local lines, areas served
directly from a source, and areas under the influence of tanks. In addition, sampling taps
should be placed close to mains.
Data collection can be classified as either point reading (grab samples) or continuous
monitoring. Point reading involves collecting data for a single location at a specific point
in time, and continuous monitoring involves collecting data at a single location over
time. For point readings, samples should be collected at locations where the parameter
throughout the study area have been selected for the calibration. It was difficult to take
measurement at a direct connection to the water main nodes, due to size of pressure
gauge available in AAWSA, which is 25mm. The size of water main in the study model
integrates a size greater or equal to 150mm as previously stated.
The measurements were taken at a location other than the direct connection to the
water mains, nearer to the supply main nodes at homes faucet. The locations of the
representative samples of a supply main nodes and the corresponding home faucet
(field test) are shown in table 23 and figure 14.
For the calibration, the head loss between the supply main nodes and the site where
pressure is measured had been considered. The head loss included the elevation head
and pipe friction loss between a two corresponding locations. These head losses and the
total head loss are shown in table 23.
From the FCV-66, FCV-71, FCV-72, and FCV-73 set closed and base scenarios of the
model, the average head loss gradient are calculated to be 8.38 m/km and 8.99 m/km,
79
respectively. These values of head loss gradients have been applied in the calculations
S.No.
Level
Elevation
Head(m)
Friction
loss(m)
Total
Head
Loss(m)
J-51
480673
997417
2396
1.17
4.17
J-289
997,556.58
2393
480,812.07
2385
478672
996875
2375.2
9.8
3.55
13.35
J-70
480312
996221
2368.5
1.16
2.16
J-80
996,287.56
2369.5
480,449.86
2351.7
478882
998486
2354.2
2.5
0.9
3.4
J-14
995,223.81
2439.4
473114
999622
2439
0.4
0.43
0.83
J-132
999,021.13
2411.8
475081
998338
2415.5
3.7
0.52
4.22
J-198
998,256.08
2491.8
473807
999874
2497.3
5.5
0.73
6.23
J-195
473434
1000222
2501
3.5
0.25
3.75
J-33
1,000,079.85
2497.5
473,404.41
999,836.81
2377
483837
996827
2381
1.31
5.31
10
J-41
483481
995739
2371.5
4.7
2.02
6.72
J-7
995,451.00
2366.8
11
483,255.93
996,667.06
2358.7
483650
994816
2359.5
0.8
4.67
5.47
12
J-66
994,864.40
2384
483028
996929
2383
0.11
1.11
13
J-25
996,945.96
2477
483016
998928
2478
0.21
1.21
14
J-49
998,924.53
2364.8
482186
995950
2366.5
1.7
2.75
4.45
15
16
17
18
19
20
21
22
23
24
J-48
J-70
J-73
J-99
J-103
J-111
J-269
J-13
J-212
J-232
995,848.26
2374.5
2369.5
2350.8
2360.2
2361.3
2339.4
2465
2642.5
2548
2631
482205
480312
480045
477879
476181
476395
472457
473467
473889
470744
996540
996221
995312
996496
996393
994641
998710
1002729
1001466
1001686
2378
2368.5
2353
2364
2364.5
2342.5
2469.5
2644
2547.5
2631.5
3.5
1
2.2
3.8
3.2
3.1
4.5
1.5
0.5
0.5
1.53
1.24
0.46
0.6
1.59
0.14
0.16
0.13
0.15
0.19
5.03
2.24
2.66
4.4
4.79
3.24
4.66
1.63
0.65
0.69
479,095.57
478,989.77
473,165.89
475,019.45
473,720.09
483,691.06
484,169.66
483,040.68
483,039.69
481,879.64
482,375.42
480,449.86
479,993.39
477,812.35
476,004.47
476,378.89
472,474.42
473,453.01
473,906.09
470,722.97
996,997.02
996,382.36
996,287.56
995,174.30
996,343.35
996,241.39
994,451.31
998,634.79
1,002,714.71
1,001,469.42
1,001,682.66
Table 23 Locations of the representative samples of a supply main nodes and the
corresponding home faucet
80
Sample Node
Base Scenario
Scenario
J-13
J-212
J-232
J-195
J-198
#
J-14
J-269
#
J-25
J-132
J-51
J-289
J-66
J-99
J-70
J-103
J-49
J-33
J-80
J-73
J-111
J-41J-7
9 Kilometers
81
The likely
Simulated
pressure at
supply
main
node(m)
S.No.
Sample
Node
Simulated
Model
pressure
(mH2O)
J-51
17.52
15
4.17
13.35
-1.65
11:00
J-289
18.12
33
13.35
31.47
-1.53
11:00
J-70
28.8
25
2.16
26.64
1.64
11:00
J-80
36.38
31
3.4
32.98
1.98
11:00
J-14
25.76
25
0.83
24.93
-0.07
10:00
J-132
59.78
54
4.22
55.56
1.56
10:00
J-198
25.71
20
6.23
19.48
-0.52
10:00
J-195
18.9
14
3.75
15.15
1.15
10:00
J-33
39.46
35
5.31
34.15
-0.85
10:00
10
J-41
43.59
37
6.72
36.87
-0.13
10:00
11
J-7
53.89
48
5.47
48.42
0.42
10:00
12
J-66
26.5
28
1.11
27.61
-0.39
10:00
13
J-25
15.78
13
1.21
14.57
1.57
11:00
14
J-49
44.17
40
4.45
39.72
-0.28
11:00
15
16
17
18
19
20
21
22
23
24
J-48
J-70
J-73
J-99
J-103
J-111
J-269
J-13
J-212
J-232
35.38
1.77
15.42
43.47
38.31
50.62
31.7
20.86
19.67
5.8
29
3
12
39
33
47
26
18
21
4
5.03
2.24
2.66
4.4
4.79
3.24
4.66
1.63
0.65
0.69
30.35
4.01
12.76
39.07
33.52
47.38
27.04
19.23
20.32
5.11
1.35
1.01
0.76
0.07
0.52
0.38
1.04
1.23
-0.68
1.11
11:00
11:00
11:00
14:00
14:00
14:00
14:00
15:00
15:00
15:00
82
Time
Error from
(m) start
(hr)
Total Head
Loss
between the
two
locations
(m)
Base Scenario
Field
measured
pressure at
Customer
tap (mH2O)
Scenario
60
50
40
Field measured
pressure at Customer tap (mH2O)
30
10
0
J-51 J-70 J-14 J-198 J-33 J-7 J-25 J-48 J-73 J-103 J-269 J-212
83
S.No.
Label
L (m)
D (mm)
Material
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
P-346
P-347
P-405
P-406
P-207
P-191
P-209
P-201
P-238
P-314
P-296
P-239
P-241
P-242
P-79
P-119
P-40
P-19
P-183
P-182
P-181
P-336
P-354
P-410
P-337
P-425
P-424
P-292
P-396
P-348
P-243
P-395
P-190
P-298
P-303
P-299
P-211
P-212
P-200
P-313
P-315
P-317
P-316
P-240
P-58
166.73
528.52
389.84
973.23
3
3
3
3
6
20.12
406.91
10
3
10
1,039.37
3
3
187.15
6
1,503.88
6
63.4
3
6
303.28
1,267.66
1,642.57
719.63
661.11
357.53
614.17
138.99
747.37
364.24
155.14
3
3
760.78
251.16
406.3
197.51
3
502.62
224.33
35
300
200
200
200
300
150
300
300
150
300
150
150
200
200
900
250
800
800
600
200
200
500
900
300
800
150
150
150
100
350
150
150
300
400
400
400
200
200
300
150
150
150
150
150
900
Ductile Iron
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Galvanized iron
"
"
"
Steel
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Installation
(year)
1,955
1,955
1,955
1,955
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,955
1,955
1,970
1,970
1,955
1,955
1,955
1,955
1,959
1,959
1,959
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
S.No.
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
Label
P-56
P-118
P-85
p-55(2)
P-45
P-54
P-53
P-52
P-186
P-185
P-189
P-188
P-187
P-127
P-126
P-120
P-139
P-130
P-359
P-360
P-351
P-353
P-364
P-381
P-366
P-367
L (m)
5
275.23
1,783.99
5
1,648.66
3
1,077.77
686.41
43.89
4
50
3
416.66
2,092.45
213.06
399.29
456.29
559
589.18
211.84
35
40
6,890.00
1,759.00
1,964.00
2,432.91
D (mm)
700
900
900
700
900
900
900
900
400
400
400
400
400
900
900
150
900
900
900
900
900
1,000.00
900
900
900
900
Material
Steel
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Installation (year)
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
1,970
Table 25 (continued)
Models are helpful in pinpointing the cause of problems. The legedadi subsystem water
distribution system has the following major problems.
Undersized piping
Oversized piping
Low pressure
High pressure
If a pipe is too small, it may become a problem only during high flow conditions such as
fire flow. Fire fighting flow simulations are the best way to identify an undersized
distribution main. In looking fire fighting sizing problems in larger pipes, such as those
leaving treatment plants, the best time for diagnosing problems would likely be the
peak hour.
85
Undersized pipes can usually be found by looking for pipes with high velocities.
Increasing the diameter of the pipe in the model should result in a corresponding
decrease in velocity and increase in pressure.
No fixed rule exists regarding the maximum velocity in a main (although some utilities
do have guidelines).
The optimal velocity in pumped lines can range from 1 to 3 m/s, depending on the
relative size of the peak and average flow rates [15]. When checking designs for
permissible velocities some engineers use 1.5 m/s as a maximum, other use 2.4m/s, and
yet still others use 3.1m/s.
Consistent low pressure problem is due to trying to serve customers at too high an
elevation for that pressure zone. High pressures are usually caused by serving by
serving customers at too low an elevation for the pressure zone. Usually, high pressures
are easiest to evaluate with model runs at low demands. This range corresponds to
minimum night time demands for a typical system. If the engineer feels that pressures
are too high, the usual solution is to establish a new pressure zone for the lower
elevation using PRVs.
The design criteria used in the design of water supply distribution system components,
nodal pressure during the period of peak demand, and optimum velocities of the
transfer and distribution mains are as follows [2]:
Minimum static head is 20 m, which can supply a 4-storey building from the
distribution system.
The system is redesigned at peak hour with maximum day fire flow. So before improving
the distribution system the following problems have been identified:
Nodes at scenario with fire fighting flow and peak flow showing low-pressure
Links at scenario with fire fighting flow and peak flow showing undersized and
oversized piping problems is in tabular report appendix D2 and in fig. 18.
87
3 Kilometers
N
Legedadi boundary
Legedadi boundary
Pressure contour at minimum hour
contour <=0 mH2O
contour <= 15mH2O
contour <=80mH2O
contour <=200mH2)
Pressure Contour map at Mximum consumption Hour and Fire Fighting Flow
N
3
3 Kilometers
W
Legedadi boundary
3
Pressure contour at max. Hr and Fire Fighting Flow
contour <=0 H2O
contour <=15 H2O
contour <=80 H2O
contour <=200 H2O
Fig.17 Graph showing pressure contour at peak consumption hour and fire fighting flow
89
8 Kilometers
Fig.18 Graph showing velocity in the undersized and oversized at peak consumption
Hour and fire fighting flow
90
A water distribution system is designed at peak hour with maximum day fire flow. By
examine what is going on the system as result of peak hour, solutions have been given to
the problems faced (pressures and velocities out of the design limit) within the network.
Modification to the problems is made by creating new alternatives and scenario, trial
and error procedure until a solution appeared to meet the design criteria.
The procedures were:
At peak hour and 3-hour fire flow scenario, 7:00 AM the velocities out of the
design range are modified by resizing pipe diameters.
high, reduction to the desired pressure has been made by using pressure reducer
valves (PRVs)
According to the above procedures, the distribution mains are modified and Pressure
reducer valves are added. As a result, 10% of the total distribution mains had been
resized. Use table 26 and table 27.
91
S.No.
Pipe Level
Modified Pipe
Size (mm)
L (m)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
P-387
P-478
P-388
P-84
P-80
P-81
P-82
P-93
P-92
P-94
P-462
P-88
P-463
P-89
P-124
P-125
P-147
P-146
P-123
P-131
P-453
P-454
P-455
P-134
P-133
P-357
P-129
P-128
P-140
P-141
P-142
P-467
P-103
P-106
P-104
P-105
P-468
P-428
P-327
P-324
P-404
P-274
P-288
P-424
P-427
P-368
P-371
P-372
P-473
P-158
P-159
150
100
150
200
200
200
200
200
200
200
200
150
200
150
200
200
200
200
250
250
250
250
250
250
200
200
200
200
450
450
450
400
200
150
200
150
400
150
150
200
200
150
250
150
200
150
150
150
150
200
200
200
150
250
250
250
250
250
300
300
300
250
250
250
200
300
300
250
250
400
400
400
400
400
300
250
300
300
300
600
600
600
450
300
200
400
250
450
300
300
250
250
200
300
200
250
110
110
110
110
150
150
637.95
66.45
88.39
3
986.94
184.4
298.4
44.2
437.69
3
3
3
676.96
36.59
988.47
716.47
225.86
3
3
3
928.42
180.44
3
3
113.69
22.25
1936.7
3
1264.01
3
767.49
870.2
3
870.2
483.41
113.39
1004.01
4
704.39
3
18.59
310.29
64.31
1642.57
319.43
519.68
978.71
59.13
672.08
82.91
3
S.No.
Label
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
PRV-1
PRV-2
PRV-3
PRV-4
PRV-5
PRV-6
PRV-7
PRV-8
PRV-9
PRV-10
PRV-11
PRV-12
PRV-13
PRV-14
PRV-15
PRV-16
PRV-17
PRV-18
PRV-19
PRV-20
PRV-21
PRV-22
PRV-23
PRV-24
PRV-25
PRV-26
PRV-27
PRV-28
PRV-29
PRV-30
Elevation
(m)
2,376.00
2,389.00
2,376.80
2,418.50
2,376.80
2,370.50
2,363.00
2,316.00
2,316.00
2,340.00
2,348.50
2,348.50
2,470.00
2,350.00
2,505.00
2,631.00
2,488.00
2,545.00
2,405.00
2,392.00
2,370.50
2,406.00
2,420.50
2,404.00
2,410.00
2,423.00
2,424.00
2,333.50
2,433.00
2,431.00
Diameter
(mm)
200
200
150
150
200
150
150
350
450
200
200
300
150
250
200
200
150
200
200
200
250
250
150
350
350
200
300
450
500
300
Easting
(m)
477,859.02
477,907.71
475,847.74
476,642.85
475,820.12
474,981.52
473,946.41
475,122.36
475,139.81
476,406.38
471,830.43
471,846.34
474,719.40
475,145.83
471,334.70
470,710.46
472,285.75
473,565.80
482,788.21
475,352.53
475,002.57
474,250.22
476,167.54
473,741.66
473,086.92
472,692.54
472,552.77
474,690.30
473,989.33
474,024.21
Northing
(m)
996,895.29
997,116.17
997,210.37
997,875.89
997,233.99
996,943.21
996,506.25
993,986.02
993,987.71
994,485.69
995,726.56
995,725.60
1,000,177.74
995,859.95
1,000,977.87
1,001,676.67
999,262.37
1,001,335.64
997,722.81
997,423.85
996,975.45
997,168.88
998,168.46
997,173.34
997,823.77
997,954.93
998,014.21
994,616.96
998,235.42
998,141.07
The results of the improved distribution mains are illustrated with appendix E:
93
N
0
6 Kilometers
Legedadi boundary
3
Pressure contour for modified network
contour <=0 mH2O
contour <=15 mH2O
contour <= 80 mH2O
contour <=200 mH2O
Velocity at Peak Hour and Fire Fighting Flow with Modified Network
10 Kilometers
Fig.20 Graph showing velocity in the improved distribution main at peak consumption
Hour and fire fighting flow
95
6.
6.1 Conclusion
The research project focused to model hydraulic, and to upgrade legedadi subsystem
water supply, and resulted in the following key achievements:
the 19.81% old pipes and 10% improved of the total legedadi system distribution
mains. Using the total pipe length of the entire city (Addis Ababa), the water loss
per kilometer length of main pipes derived to be 94.42m3/km/day [16]. Average
head loss gradient for the improved system is calculated to be 6.33 m/km.
Therefore, the total amount of water loss saved from the improved system is
The way AAWSA adopts population projection for expansion system design has
an error. It adopts the projected population of WSPSIIIA, inaccurate figure of
statistical summary report showed the census record of Addis Ababa population
is 2,739,551: and the WSPSIIIA projection is 3,330,039. The difference is above
96
6.2 Recommendation
AAWSA should gather the X, Y, coordinates of its customer water meters to make
a model using Water CAD with GIS integrated software, for more precise and
x-y coordinate in a GIS. Then, each account can be assigned to a node in the
model based on polygons around each node in the GIS. By querying the customer
information database, the average demand at each node for any billing period
can be determined. The billing data must now be corrected for unaccounted-for
water. When working with high-quality GIS data, the modeler can much more
capabilities of GIS make it a logical tool for the automation of the demand
allocation process.
status.
AAWSA should check every gate valves (flow control valves) as per their control
AAWSA may not have sufficient resources to replace all the improved distribution
pipes, to reduce the portions to be replaced it should use the abandoned ground
water wells due to water quality problem for firefighting flow by collecting the
water to a collecting tank at the center of distribution system. The fire trunk uses
the collection tank and transfer to the place of fire problem. In addition, the
water distribution system will be designed at peak hour without maximum day
fire flow.
97
7.
REFERENCES
1. Federal Democratic of Ethiopia Office of Population Census Commission Central
Statistics Agency; the 2007 Population and Housing Census of Ethiopia Natural
Statistical Summary Report, July 2010 Addis Ababa.
4. Design Criteria for Water works Facilities, 1990 (Japan Water works
Association).
10. Daugherty, R.L; J.B. Franzinin, and E.J. Finnemore.(1989). Fluid Mechanics with
Engineering Applications, McGraw-Hill Book Company, Singapore.
11. Shaher Hussni Abdul Razaq Zyroud (2003). Hdrualic Performance of Palastinian
Water Distribution Systems.
98
12. DHV (2003). Basic Design Services for Addis Ababa Water and Sewerage Project
Component-2.
13. BIRDIE, G.S. (1989). Water Supply and Sanitary Engineering, including
Environmental Engineering and latest Water and Air pollution loss.
15. Walski, T.M. (1983). Energy Efficiency through pipe Design. Journal of the
American Water works Association.
16. Welday Berhe Desalegn (2005). Water Supply Coverage and Water loss in
Distribution Systems, The Case of Addis Ababa).
99
8.
APPENDIX
100
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
Contract#
100518
103186
120520
120554
121076
121511
160428
160748
161365
161453
161463
161521
161631
161850
162549
162639
162669
162845
162925
162976
163454
163601
163913
164083
164883
165615
166496
166952
168409
168905
168929
169264
169643
171388
171772
Name
MIDERTOREMEHANDISMEMIRIA
JOSEFRIEPL
EDUCATIONALMATERIALPROD.DI
ANBESSACITYBUSSERVICEEN.
YEKIRYYEETHIOPIADERGADRGT
ABEBECHBADEW/RO
WATERWORKCONS.ENTERPRISE
GETACHEWBERATUATO
C.C.E
CONSTRACTIONMATER.SUPENTP
W.HAWARIATW.MICHAELATO
MELAKUNEGASHATO
YEKATITPAPERCONVRTINGFAC.
SPECIALHOUSINGPROJECT
PUBLICHOUSINGADMINSTRATION
KIDANEMEHIRETSCHOOLMISSION
OILANDGASEXPLORATIONPROJ
ETH.ELECTRICPOWERCOP.
WONDOSENWORKUATO
ASFAWTEFERAATO
LEMMAKASSAYEATO
ABDELLAAHMEDATO
DUBALEHABTEMARIAMATO
MTKUWATADESSEW/RO
NOHTTIBEBUA.M
WONDWOSSENKETEMAATO
SHIBIRUTEFERAATO
YEMENORIABETOCHCONSTRACTIO
YEKARALOPT.ORGA
ADM.RENTHOUSE
DESTAPRIVATELTD.CO.
PLASTP.L.CO.
MAHISENTUFELEKEATO
ETH.CIVILSERVICECOLLEGE
ALEMNESHMAYLWW/R
Address
28010000
17210000
17210000
17250000
17210000
17210709
17210000
17253264
28010000
17210000
17253001
17210000
17210000
280100
17250000
17210000
28040000
28020000
17210000
17250000
17210000
17250000
17250000
17253357
17250000
17250000
17250000
17250000
28030000
17210000
17250000
17250000
17210000
28020000
28030000
Page1of10
Amount
Branch
3
/6month)
(M
Office
Gurdshola
10961.33
"
2743.66
"
2828.25
"
3550.7
"
30493.98
"
2608.78
"
3092.65
"
2123.46
"
19874.93
"
7596.83
"
2291.61
"
1721.15
"
1698.14
"
127832.34
"
3620.13
"
4592.23
"
5208.41
"
10450.8
"
3149.24
"
4074.19
"
1500.3
"
2723.29
"
1510.39
"
3790.1
"
2190.71
"
2571.22
Gurdshola
2227.67
"
2468.81
"
1818.1
"
1987.84
"
1654.51
"
1923.51
"
2419.9
"
18653.31
"
1664.67
Amount
(l/s)
0.70
0.18
0.18
0.23
1.96
0.17
0.20
0.14
1.28
0.49
0.15
0.11
0.11
8.22
0.23
0.30
0.33
0.67
0.20
0.26
0.10
0.18
0.10
0.24
0.14
0.17
0.14
0.16
0.12
0.13
0.11
0.12
0.16
1.20
0.11
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
Contract#
172284
173276
173445
173739
173953
176619
177170
177520
177624
178736
179624
181000
182064
182336
182855
183033
183225
18339
184403
121849
161529
121911
161581
161582
161599
162686
163080
161728
161944
161956
162134
162230
163697
162740
162998
Name
MIYONGKUNGEGENERAL
ETH.MANAGEMENTINSTITUTE
FISEHASEYOUMATO
NIGUSSIEZELEKEATO
WOREDA17QEB25SCHOOL
ALEMNESHTADDESEWOZRT
NEWAYBEYENEATO
TIGSTMELAKUW/RT
ZENASILINTERPRISE
SAMSONHAILEATO
WOREDA28QEB04
SUMMITPARTNERSP.L.C
S.MARIAMZERGAWATO
WOREDA17QEB25
SUMMITPARTNERSPLC
HADGUG/MEDIHNATO
PHARMACUREPLC
WORKUENKUSELASSIEDEJAZ
ASMANPRIVATELTD.COMP.
RUSSIANEMBASSY
THECHURCHOFJESUSCHRISTOFLATTER
BOLEK.K.KEBELEFAYNASKONOM.DEVELO.OFF
NATIONALMETROLOGICALSER.
MULUGETAGESESSSEATO
TADESSEBALEHCATO
TESFAYESELEMON
GSILLASSIEWGEBREALATO
HEZBAWIPOLICEMEHANDISMEMR
YIMERANDINDIACAKEPRODUCT
FITAWEGYOHANISENGINEER
HOUSINGADMINSTRATION
NATIONALURBANPLANNING
ETHIOPIAORTHODOXCHURCH
ANWARTEWIFIKATO
AIRLINEPILOTSASSOCIATION
Address
17250000
28040000
28040000
28040641
17250000
28040000
17250000
16220000
28040000
17250000
28040000
28040000
17210000
17250000
2804
1725
2804
16220129
2804000
16010000
17240000
16070000
17200000
17130000
16110000
17230000
16080000
16090042
17190609
17232116
15340000
17230000
16020000
17230000
17230000
Page2of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
NONDOM
"
21297.56
480878 996934 NONDOM
"
6133.22
NONDOM Gurdshola
5277.11
DOM
"
3808.49
NONDOM
"
393369.31
DOM
"
3721.13
DOM
"
1895.73
DOM
"
2373.92
482206 996527 NONDOM
"
3166.79
DOM
"
8585.82
480368 996640 NONDOM
"
5258.94
484200 995757 NONDOM
"
137637.77
NONDOM
"
3436.06
DOM
"
7749.13
484200 995757 NONDOM
"
2964.58
DOM
"
9257.27
NONDOM
"
24034.97
NONDOM
"
3776.33
NONDOM
"
1703.59
475974 998416 NONDOM Megenagna 688106.76
477613 996289 NONDOM
"
4753.62
NONDOM
"
2407.03
476514 993070 NONDOM
"
4579.11
475477 995991 NONDOM
"
4446.45
477198 996576 NONDOM
"
3472.16
477029 993857 NONDOM
"
2834.15
476167 996347 NONDOM
"
4788.54
NONDOM
"
1709.04
NONDOM
"
2559.7
DOM
"
2226.93
NONDOM
"
2346.14
NONDOM
"
1807.2
475747 997255 NONDOM
"
3001.4
NONDOM
"
1659.96
NONDOM
"
2128.92
Amount
(l/s)
1.37
0.39
0.34
0.24
25.29
0.24
0.12
0.15
0.20
0.55
0.34
8.85
0.22
0.50
0.19
0.60
1.55
0.24
0.11
0.25
0.31
0.15
0.29
0.29
0.22
0.18
0.31
0.11
0.16
0.14
0.15
0.12
0.19
0.11
0.14
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
Contract#
164227
164602
165780
166639
163793
163826
166949
179413
179606
183363
165303
165448
165699
185073
165957
166276
166503
187154
166763
166768
166824
187960
167019
167294
167643
41315
47245
168302
168757
168920
64912
69230
70293
169950
169950
Name
WARYTMULUTILAINE.PLC
QUEENOFSHEBAHOTEL
MOENCO
MELKANIDAATO
BOLEK.K.K03/05
LEGESETEFERAB.GENERAL
GENETLIMATYEMENORIABET
HAYLE&ALEMINTERNATIONAL
SEVITAREALESTATEPVT.LTD.CO.
INDUSTRIALPROJECTSSERVICE
YASSINHUSSEN
GENETABEBEWOIZ
HAMELEMALHAILU
FRIENDSHIPBGROUP
WONDWOSSENGEBREDR
ROSINASITOTAWWOIZ
MANDEFIROG.SENBETATO
MAGICCARPETSCHOOL
URAELCHURCH
SIRAKGIRMAATO
YEKADEBERESAHELEST.MICHAE
YEHAGERMEKELAKEYA
ANBESAWZERIHUNATO
T.K.INTERNATIONALPLC.
HAILEGEBRIELANDARGEATO
DESALEGNEANDFAMILY
EMBASSYOFKENYA
WAGAYEHAGOSATO
REGION14AD.IRA.C.B
GENETANIJJELOWIZT
PLANTGENETIESRESOURCESCEN
KATOLIKZERIAKIHINETT/BET
E.T.T.C
EGENCYF.G.HOUSE
EGENCYF.G.HOUSE
Address
16080000
16080000
17180000
17200000
17190429
17200000
17190000
17200000
17205058
1714
17200000
17180000
16110000
172000
17200000
17202051
16120742
16100000
15350000
16120000
16050000
1603000
17140000
1723000
15340455
17190059
16010000
16110000
16120000
17200539
16010000
17240000
17240000
17205319
17205319
Page3of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
475615 996154 NONDOM
"
4851.76
475572 996141 NONDOM
"
5012.65
477438 994200 NONDOM
"
23031.62
476642 993151 NONDOM
"
4328.27
NONDOM Megenagna
1822.8
DOM
"
1357.91
475846 993808 NONDOM
"
8225.37
476248 993579 NONDOM
"
2910.5
476712 993392 NONDOM
"
3401.26
476065 996265 NONDOM
"
2850.52
NONDOM
"
1888.99
NONDOM
"
2205.26
NONDOM
"
2139.83
476324 993546 NONDOM
"
15263.74
DOM
"
1417.68
NONDOM
"
2592.43
NONDOM
"
2051.83
476854 997157 NONDOM
"
4262.85
475246 995840 NONDOM
"
2125.26
NONDOM
"
1730.85
NONDOM
"
1642.71
475915 997301 NONDOM
"
267970.07
NONDOM
"
2185.25
NONDOM
"
2449.19
NONDOM
"
2210.71
475691 994604 NONDOM
"
4385
476102 998256 NONDOM
"
19414.18
NONDOM
"
2517.89
NONDOM
"
1899.14
NONDOM
"
1762.82
475975 998317 NONDOM
"
14096.8
478303 995685 NONDOM
"
3959.68
477687 996243 NONDOM
"
9596.02
476509 993470 NONDOM
"
2441.54
476509 993470 NONDOM
"
2441.54
Amount
(l/s)
0.31
0.32
1.48
0.28
0.12
0.09
0.53
0.19
0.22
0.18
0.12
0.14
0.14
0.98
0.09
0.17
0.13
0.27
0.14
0.11
0.11
17.23
0.14
0.16
0.14
0.28
1.25
0.16
0.12
0.11
0.91
0.25
0.62
0.16
0.16
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
Contract#
89856
172833
173348
176006
93885
96250
102424
13648
163462
181795
163599
183698
164088
164761
184791
184999
167880
185487
168256
169420
169948
169949
170071
176625
189586
179088
180992
184518
21511
33766
184563
37432
185536
41133
186960
Name
ENEAMLMALASAYE
HAILE&ALEMENTRNASHNAL
EDGETADULTSBOARDINGSCHOOL
TOTALETHIOPIAS.C.
WATERRESOURCESDEVELOP.
AIRPORTMOTEL
ETHIOPIANAIRPORTENTERPRISE
BRITISHEMBASSY
TESFAYEBERIHUNATO
BOLEK/K/K01/02
ETHIOPIANTOURISTCORP.
BELAYKASSAATO
ETHIOHABEREGPVT.LTDCO.
KONJITBERHANUWOIZ
BOLEMICHAELCHURCH
MULUGETAZELEKEATO
ETHIOPIANAIRPORTENTERPRISE
ZEWEDEMELESEATO
EBRAHIMNAWD.NOREDINATO
TSEGAYETEKLUATO
EGENCYF.G.HOUSE
EGENCYF.G.HOUSE
EGENCYF.G.HOUSE
KEBEDEBAYSAATO
ALEMAYEHUK/MRYAM
ETHIOPIANAIRPORTSENTRYPRISE
HAYLE&ALEMINTERNATIONAL
HOTELDEOPALPLC
LEXUSADDISHOTEL
KIDISTHANNADENAGIL
BETSEGAHMIDICALSSERVICPLC.
MESERETALEMNEHATO
ETHIOPISNAIRPORTENTERPRISE
REPUBLICOFRWANADA
WEREDA16KEBELE10
Address
17230000
16080000
17240000
17230000
17241178
17230000
17200000
16010000
17230000
17200000
16110972
1720
17180166
16120726
172000
1724
17230000
1723
17230000
17200000
17205317
17205321
172321782181
17240104
1608
17230000
17200000
1534
17140010
17200578
1536297
17190202
1723
17200001
16100000
Page4of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
476957 993811 NONDOM
"
3728.44
475497 996075 NONDOM
"
2217.97
NONDOM
"
1676.32
NONDOM
"
2714.19
477918 995024 NONDOM
"
4396.62
477379 993983 NONDOM
"
4856.02
NONDOM Megenagna 219159.18
NONDOM
"
4286.85
NONDOM
"
4697.89
FOU
"
816.59
NONDOM
"
3830.86
NONDOM
"
2314.32
NONDOM
"
2848.72
NONDOM
"
3879.34
NONDOM
"
2597.88
NONDOM
"
2570.62
NONDOM
"
5397.06
NONDOM
"
1638.15
NONDOM
"
4606.38
NONDOM
"
2794.19
NONDOM
"
6820.3
NONDOM
"
2905.05
NONDOM
"
11882.88
DOM
"
2401.66
NONDOM
"
2590.97
NONDOM
"
34548.95
NONDOM
"
3841.16
NONDOM
"
7926.81
NONDOM
"
2389.91
NONDOM
"
2209.81
NONDOM
"
3634.55
DOM
"
1726.5
NONDOM
"
36238.78
NONDOM
"
4958.27
NONDOM
"
3252.24
Amount
(l/s)
0.24
0.14
0.11
0.17
0.28
0.31
14.09
0.28
0.30
0.05
0.25
0.15
0.18
0.25
0.17
0.17
0.35
0.11
0.30
0.18
0.44
0.19
0.76
0.15
0.17
2.22
0.25
0.51
0.15
0.14
0.23
0.11
2.33
0.32
0.21
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
Contract#
41200
187720
189435
42882
43518
46288
189594
189697
189697
34833
56400
38691
5748
41133
57899
58232
42155
58373
46642
55345
59803
56212
61523
63094
63710
64069
57207
58335
69312
59676
61078
702875
65918
703044
67624
Name
EMBASSYOFTANZANIA
MISRAKWATERANDSEWERAGE
MENGISTUDABIATO
HTSANATWOTATOTCH&BETESEB
GENETW/MARAMW/RO
POLICEFERESEGNAKIFILE
DUGUMAHUNDE
B&CALUMUNIUMP/C
B&CALUMUNIUMP/C
JORGEPAPAKALALARAMBOMR
THEHAYMETIKUW/RO
MISRAKTECHNICALCOLLEGE
BELGIGLEGASION
REPUBLICOFRWANADA
BULGARIANEMBASSY
BOLEJUNIORSECONDARYSCHOOL
GEBEREKDANANDFAMILY
THEGAYEG/THADIKATO
TESFUASRATATO
SHEGEREH.YETWSENE
MRDIYAAHMEDW/RO
HOLEDAYEHOTEL
ASEFABERHNEMASKELCAPT
TADESEYEHUALASHETATO
EGENCYFORG.HOUSE
YEBOLEBULBULAWOZADEROCHSC
ENEASEGEDECHKASAYE
FEBAENGNERING
SHEWAMAREMULATATO
NADEWBELETEKCH
ESRAELEYUSUFE
TIGSTASEGDW/RO
CIVILAVIATIONADMI
H/MICHAELYHDEGOATO
HIGHER17KEBELE20
Address
17232213
1724000
1723000
17240122
17130447
17240000
1720000
1723000
1723000
17190074
17190128
16030000
16010000
17200001
17130000
17231296
16110140
17150257
16120005
17230729
1720414
16080759
17200724
17200664
17232091
17200000
15360221
17160003
17140457
16020000
17180175
1723000
17200000
1611000
17200000
Page5of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
477111 993707 NONDOM
"
2190.71
NONDOM
"
5688.28
NONDOM
"
3055.93
NONDOM
"
1749.01
NONDOM
"
1708.29
NONDOM
"
1879.88
NONDOM
"
5557.4
NONDOM
"
4217.41
NONDOM Megenagna
4217.41
DOM
"
5312.19
DOM
"
1560.22
NONDOM
"
6000.55
476226 998238 NONDOM
"
2489.42
NONDOM
"
4958.27
475572 996050 NONDOM
"
2203.81
NONDOM
"
1687.22
NONDOM
"
3982.94
NONDOM
"
1890.79
NONDOM
"
2800.24
NONDOM
"
2746.91
NONDOM
"
2188.16
NONDOM
"
4900.84
NONDOM
"
2058.03
NONDOM
"
1904.59
NONDOM
"
2068.93
NONDOM
"
2076.19
NONDOM
"
9925.81
NONDOM
"
4068.74
NONDOM
"
1811.9
NONDOM
"
5803.34
NONDOM
"
3361.3
NONDOM
"
1705.39
NONDOM
"
34065.69
NONDOM
"
1734.85
NONDOM
"
4544.59
Amount
(l/s)
0.14
0.37
0.20
0.11
0.11
0.12
0.36
0.27
0.27
0.34
0.10
0.39
0.16
0.32
0.14
0.11
0.26
0.12
0.18
0.18
0.14
0.32
0.13
0.12
0.13
0.13
0.64
0.26
0.12
0.37
0.22
0.11
2.19
0.11
0.29
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
206
207
208
209
210
211
212
213
Contract#
700351
703591
702098
703085
703483
703596
705437
705534
70556
705786
703630
704391
708207
708211
708282
704479
706141
710494
706248
710908
708438
709460
710802
714263
712707
717681
712874
713628
716965
717725
71812
719298
717833
717842
717998
Name
DESALEGNNEMAATO
NATIONALOILETHIOPIA
DEBEBESEYFUATO
MELKANIDAATO
NATIONLOILETHIOPIA
YAREDBSRATATO
TEKLAYZELULATO
SEIDMEHAMMEDATO
KAMEMILKAP/L/C
ETHIOPIANAIRLINCE
TIRETYETESFAMELKET
GETAHUNK/MARIAM
ASTERTESFAYI
ORANGEREVERP.L.C.
GRITABISINEA
TEKLBRHANAMBAYE
A.A.A.TSEDATWUBETMENAFESHA
MESERETSURUALEM
GULAGULTREDING
BRHANEGEDAYE
ZEFMESHP.L.C
OURAELCHURCH
G/MARIAMG/KIRISTOSATO
GE/MARIYAMKAHSAYE
BERGARDENINNP.L.C
YEKAK.K.K13/14TKAKNANESTGNA
YEWEEETATOCHNASPORTM.N
ANDINETPRIVATELIMITED
ADDISPARKDEVELOPMENT
ADDISPARKDEVELOPMENT
MANYAHIELISHALABATEWOIZ
EMBASSYOFMALAWI
ADDISINTERNATIONALCA.P.L.C
T.KINTERNATIONAL
YEKA.K.KPARK
Address
1723000
1723
1723
1608
161100
1720000
1609B617
1723
17140088
1723
1716000
1723000
172300
1723000
1723
1723000
1720
160900
1723
1724000
1612
153500
1609014/B
1719/20/00
1723000
1612000
1724000
1723
172300
1723000
17190314
1723
1723000
172300
160700
Page6of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
NONDOM
"
3414.38
NONDOM
"
2717.84
NONDOM
"
5064.43
NONDOM
"
3504.88
NONDOM
"
3196.26
NONDOM
"
3918.1
DOM
"
1514.09
NONDOM
"
2376.11
NONDOM
"
2085.3
NONDOM
"
2097.55
NONDOM Megenagna
2923.61
DOM
"
3034.13
NONDOM
"
1819.9
NONDOM
"
2203.81
DOM
"
1441.42
NONDOM
"
6733.05
NONDOM
"
8172.64
NONDOM
"
2165.64
NONDOM
"
4322.83
NONDOM
"
1710.84
NONDOM
"
4262.85
NONDOM
"
7209.66
NONDOM
"
4314.83
DOM
"
1357.91
NONDOM
"
5039.36
NONDOM
"
2640.05
NONDOM
"
9797.19
NONDOM
"
6422.24
NONDOM
"
3902.94
NONDOM
"
3553.96
NONDOM
"
2166.34
DOM
"
1781.68
NONDOM
"
5778.32
NONDOM
"
4164.68
NONDOM
"
3363.1
Amount
(l/s)
0.22
0.17
0.33
0.23
0.21
0.25
0.10
0.15
0.13
0.13
0.19
0.20
0.12
0.14
0.09
0.43
0.53
0.14
0.28
0.11
0.27
0.46
0.28
0.09
0.32
0.17
0.63
0.41
0.25
0.23
0.14
0.11
0.37
0.27
0.22
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
Contract#
720218
719311
720436
719803
720561
720690
720752
720969
720038
720314
75617
76218
720488
731370
79654
79914
80028
80331
74351
78067
8306
84959
85758
87093
79038
88272
88445
88730
82095
88920
89774
89842
82792
87532
91672
Name
RAHELNEKATIBEB
ENYICONSTRUCTION
TEKILEBIRHANAMBAYE
BOLEK.K.K.17/19/20BONO
BOLEMIKALSAYTYEGARA
BOLEK.K.K/17/19/20
HAYELAALEMINTERNAT
ESKENDERKASSA
BOLEBULAKETENAO09BONO
A.A.WATERANDSEWERAGEAU.
TAYEGURMUATO
TILAHUNWAKIE
MINSTRYOFWORKS&URBANDEVELOPMENT
A.AMENGEDOCHBALESELTAN
ZENEBECHKEBEDEWZO
ENETADELECHHAILE
YENGEWSEWSCHOOL
MEAZANIGATUATO
WEDAGOBANGAWU
TADIYOSGETACHEWATO
KOKEBETSIBAHEELEMENTERYSCHOOL
HTSANATWOTATOCHNABETESEB
ABONESHW/KIDANW/RO
HOUSINGADM.
FANTU&FAMILYTRADING
WUSENSEYIDATO
MAHMEDABDULGHAN
FRESHPORWERDP.L.C
KZFAMILYP.L.C
NYALAMOTORSS/C
AMELMEHMEDYASEN
EYERUSALEMMETASEBIA
KOKEBETSIBA'2GNA9D/T/BET
MENSURABDULAHIATO
MIN.OFMIN.ENERG.ETH.MIN
Address
1719/20
1724
172300
1719/20
172000
171920
1612
172400
171920
172400
17190592
17201823
172400
172000
1604899
17190374
17240361
17200000
17190315
17200000
16010000
17240122
17190638
17190396
17190446
17200000
17202078
17200000
17190000
17241108
17200000
17200000
16010000
17200000
17180000
Page7of10
Amount
Easting Northing CustType
Branch
3
/6month)
(M
(UTM)
(UTM)
Office
DOM
"
1785.37
NONDOM
"
9590.58
DOM
"
1592.41
FOU
"
1417.57
DOM
"
1703.51
FOU
"
560.61
NONDOM
"
2239.78
NONDOM
"
2198.36
FOU
"
1369.33
NONDOM
"
3496.17
NONDOM
"
1736.3
NONDOM
"
1806.45
DOM
Megenagna
4530.68
DOM
"
2435.19
DOM
"
1500.3
NONDOM
"
2357.05
NONDOM
"
1726
NONDOM
"
2577.87
DOM
"
3960.38
NONDOM
"
5284.75
NONDOM
"
1829.01
NONDOM
"
1839.01
DOM
"
1368.46
DOM
"
1496
NONDOM
"
3395.82
NONDOM
"
1741.75
NONDOM
"
1833.01
NONDOM
"
2324.48
NONDOM
"
3398.02
NONDOM
"
2569.16
NONDOM
"
1747.21
NONDOM
"
2444.44
NONDOM
"
6218.67
NONDOM
"
3316.92
NONDOM
"
1643.61
Amount
(l/s)
0.11
0.62
0.10
0.09
0.11
0.04
0.14
0.14
0.09
0.22
0.11
0.12
0.29
0.16
0.10
0.15
0.11
0.17
0.25
0.34
0.12
0.12
0.09
0.10
0.22
0.11
0.12
0.15
0.22
0.17
0.11
0.16
0.40
0.21
0.11
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
Contract#
93105
90530
94511
94225
10106
101818
102098
103009
103040
103731
104225
104273
104282
104366
104825
105170
105477
105576
105831
106077
106116
106150
106785
10728
107349
107371
107715
107900
107989
10825
108966
10905
10913
109371
109887
Name
WORLDMISSIONERYJVANJILISM
CITYCOUNCILOFA.A
GEBEYEHUSHENQUTTEATO
TSEDEKWORKMENGESTEWOIZ
NAZARETHSCHOOL
WOREDA11QEB10
BEMAIKELAWUIZIFESENUAGIBI
GEBREHIYEWOTW/MARIAM
ITALIANEMBASSY
CSGM
KF.12KB.07
SAINTMARYSCHOOL
A.A.MUNICIPALITY
ENTOTOMEKANEYESUSCONGREGATION
HEZEBDEHNENT
ADDISABABAUNVERCITYHIKEMI
ADDISABABAUNIVERSITY
ADDISABABAUNVERSITY
EMPDA
ADDISABABAUNIVERSITY
THEP.D.R.E.OFFOFCOUNMIN
KEF9KEB21
NATIONALORG.EXAM.MIN.EDUC.
THEUNITEDARABREPUEMBASSY
A.A.U.MEDICALFACULTY
MALAKELEYAWHAL.YGEL
MISHENERIOFCHARETE
ZELEKEWAKIANEATO
MINILIKHOSPITAL
MINILIKHOSPITAL
RASAMBAHOTEL
TEFERIMEKONENSCHOOL
RASDESSITAHOSPITAL
S.T.D.E.AB.CHEKICH
HEGEMENEGESTCOMMISSION
Address
17240000
15361207
17201332
17240100
13010746
11100000
13090000
10011091
12190000
09060439
12071494
10040581
11100000
11050615
13160024
13010926
11170000
13020000
11090000
11170000
13020000
09210008
13080000
11170000
13010000
10220000
13031104
09080000
13060000
13060000
13100000
11170000
09090000
10220000
11100000
Page8of10
Branch
Office
"
"
"
"
Arada
"
"
"
"
"
"
"
"
"
Arada
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Amount
3
(M /6month)
1671.47
2749.11
1763.57
5198.95
2990.49
2576.07
2496.07
7220.56
3490.71
2356.5
4111.96
1927.16
2882.03
2103.46
1698.14
2096.2
7725.65
25065.59
2403.37
10680.58
4046.93
2294.31
2076.19
2288.85
1959.12
5422.39
3330.38
3190.8
8301.72
8755.66
4052.38
6770.02
5917.3
1959.87
2136.18
Amount
(l/s)
0.11
0.18
0.11
0.33
0.19
0.17
0.16
0.46
0.22
0.15
0.26
0.12
0.19
0.14
0.11
0.13
0.50
1.61
0.15
0.69
0.26
0.15
0.13
0.15
0.13
0.35
0.21
0.21
0.53
0.56
0.26
0.44
0.38
0.13
0.14
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
Contract#
109891
110079
110896
111048
111298
112222
112545
112596
114419
116691
117092
100999
102784
1051
107333
107356
10791
11894
120058
120750
120808
120912
1215
1217
121715
121832
122199
122295
123135
123500
123546
124372
124439
124553
124741
Name
BIOTECHNOLOGYANDDAIRYFARM
DAGEMBERHANATSEDEHETSANT
DAGEMBERHANATSEDEHESANT
MELESEKENAWEATO
MEKONENTEKELEYESE
GENZEBMINISTRNEWBUILDING
REGION14HEALTHBUREAU
KEF12QEB18
KEF12QEB20
MEKELAKEYAMEHANDISWANAAMEMRIA
ADDISABABAROADAUTHORITY
FILAWIWOCHAASITEDAOEBI
FILWOHAADMCORP
POLICEGARAGE
BIHERAWIBETEMENGEST
YEMENGISTMIKERBETTSIFETBET
AMANUAELHOSPITAL
TSEGAYEMEKONENATO
HILTONHOTEL
ETHIOPIANELEC.POWERCORP.
RANTEDHOUSESAGENCY
YEMENGESTMIKERBET
ST/SILASSEMENFESAWICOLLEGE
BUILDINGCOLLEGE
GIYONHOTELL
K.B.ASTEDADERD
ARATKILOSPO.&EOLUC.CENTER
KEF4KEB40
YADDISABABAATEKALAYMIKR
YEMIDIRTOREMEHANDIS
WEREDA14QEB21
KF14KB22
KF2KB15
AACITYCOUNCIL
CCWPE
Address
12120000
09120000
09120000
12121449
12071742
13020000
13060000
12180000
12200085
1117
1303
14250000
14250000
14210000
14170000
14180000
06010000
06040357
15260000
02120000
15260306
14180000
14130000
04370000
14250000
02110745
14130000
04400000
02170000
141800
14211205
14221375
02150000
02120000
14170000
Page9of10
Branch
Office
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Arada
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Amount
3
(M /6month)
2674.22
3982.94
2542.6
2704.97
2347.04
5664.42
2937.31
2396.11
4585.56
23541.4
2217.51
95960.04
173899.77
1910.05
3923.55
21052.78
10454.2
4386.46
90621.56
4755.82
2929.76
1916.26
2291.05
18246.54
10948.23
3845.72
2514.63
1686.47
2373.56
3813.14
2128.02
6815.59
1768.12
5538.39
4908.49
Amount
(l/s)
0.17
0.26
0.16
0.17
0.15
0.36
0.19
0.15
0.29
1.51
0.14
6.17
11.18
0.12
0.25
1.35
0.67
0.28
5.83
0.31
0.19
0.12
0.15
1.17
0.70
0.25
0.16
0.11
0.15
0.25
0.14
0.44
0.11
0.36
0.32
APPENDIXAHigherwaterConsumersofLegedadiSubsystem
S.No.
320
321
323
324
326
327
328
329
330
331
332
333
334
335
336
337
338
339
341
342
343
344
345
346
347
348
349
350
351
352
Contract#
125008
12609
127026
128115
128225
128296
128304
128306
128308
128403
128480
12921
129393
129755
129881
130184
131570
132418
133721
133847
134168
134451
134528
134865
136131
136381
136777
137063
137529
137943
Name
F.D.R.ENAATIONALIANDS.SERUICE
TECHNICALSCHOOL
ETHIOTRANSPORTCONST.AUTHOR
MINISTRYOFEDUCATION
SHERATENADDISHOTEL
ALTADCONSTRUCTION
C.M.C.ETHIO.BRANCH
TOFIKMESQUID
AMANULTSEGA
ETHIOPIANMAPPINGAUTHORITY
GARADPRIVATEZIMITEDCOMP.
HAGERFIKERTHEATER
MIDROCCONSTRUCTIONETH.
WEREDA14QEB21
TIKURANBESSAHOSPITAL
TAFESSEABEBEATO
ALSAMPRIVATELIMCO.
COUNCILOFP.REPRESENTATIVE
TRACONTRADINGPLC.
T.H.OFP.R&T.H.OF.F.
PUBLICFUNTAINBONO
ETHIOPIANRADIO&TEL.AGENCY
DELACHNEHIGHSCHOOL
GETUGELETEATO
HOUSESADM.
MENBEREMENGISTST/GEBREL
YIRGAHAILE&FAMLEP.LP.D
HOUSINGADM
ARADAK.K.QEB.10
LIDETAK.K.KEB.08
Address
14250000
03510000
02170000
14130000
14250000
14240000
14070000
14240000
06010000
14250000
03320000
02091098
14210000
14210226
03530000
02110713
03510000
14130000
519
1413
21500
353
614
352046
211563/1
14/18
0506
021347/23
0210003
440642
Page10of10
Branch
Office
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
Arada
"
"
"
"
"
"
"
"
"
"
"
Amount
3
(M /6month)
4423.18
4205.06
2716.39
4079.65
150844
1834.46
9146.94
2930.51
1691.22
9505.38
3496.17
2643.3
8676.52
24867.48
2465.56
4598.37
1876.63
6402.61
5192.06
2134.38
4631.43
17139.58
2492.82
1658.51
2062.15
3281.31
3948.76
22456.8
2869.63
1564.67
Amount
(l/s)
0.28
0.27
0.17
0.26
9.70
0.12
0.59
0.19
0.11
0.61
0.22
0.17
0.56
1.60
0.16
0.30
0.12
0.41
0.33
0.14
0.30
1.10
0.16
0.11
0.13
0.21
0.25
1.44
0.18
0.10
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25
J26
J27
J28
J29
J30
J31
J32
J33
J34
J35
J36
J37
J38
J39
J40
Elevation(m) BaseFlow(l/s)
2,410.00
0.00
2,410.00
0.00
2,410.00
0.00
2,372.80
26.40
2,379.00
6.91
2,431.60
1.57
2,358.70
1.64
2,344.00
1.36
2,360.50
4.18
2,345.50
0.00
2,383.80
12.41
2,401.30
18.77
2,642.50
13.44
2,439.40
27.62
2,346.30
24.71
2,493.00
0.00
2,493.00
0.00
2,447.40
8.60
2,407.00
0.00
2,336.20
13.88
2,400.00
0.00
2,400.00
0.00
2,389.50
0.00
2,389.50
0.00
2,477.00
5.87
2,406.50
0.00
2,410.00
0.00
2,386.80
0.00
2,401.80
4.81
2,384.00
0.00
2,381.00
1.88
2,395.00
21.41
2,377.00
0.71
2,369.80
1.06
2,371.00
1.06
2,378.50
13.72
2,361.00
0.00
2,363.50
0.95
2,358.50
0.00
2,356.00
0.95
Pattern
Fixed
Fixed
Fixed
PZ14
PZ12
PZ14
PZ08
PZ11
PZ11
Fixed
PZ12
PZ14
PZ26
PZ15
PZ11
Fixed
Fixed
PZ18
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
PZ14
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Demand(Calculated)(l/s)
0
0
0
26.4
6.91
1.57
1.64
1.36
4.18
0
12.41
18.77
13.44
27.62
24.71
0
0
8.6
0
13.88
0
0
0
0
5.87
0
0
0
4.81
0
1.88
21.41
0.71
1.06
1.06
13.72
0
0.95
0
0.95
Page1of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,421.17
11.15
490,214.45 996,953.02
2,421.12
11.097
490,073.08 996,950.14
2,420.91
10.885
489,873.49 996,950.14
2,460.91
87.936
477,084.20 996,989.03
2,453.56
74.405
476,318.96 997,120.90
2,471.43
39.748
474,058.54 998,149.30
2,410.59
51.79
484,169.66 994,864.40
2,402.12
58.001
473,217.58 996,617.18
2,441.91
81.242
474,802.47 996,302.55
2,401.20
55.591
473,025.94 996,567.25
2,452.96
69.02
475,324.50 997,188.68
2,452.36
50.956
475,153.87 997,797.91
2,664.08
21.535
473,453.01 1,002,714.71
2,454.03
14.596
473,165.89 999,021.13
2,465.50
118.964
472,983.56 996,725.57
2,663.36
170.013
472,315.08 999,346.23
2,502.70
9.685
472,284.30 999,301.82
2,507.51
59.987
474,256.45 998,887.57
2,484.76
77.606
480,331.83 997,771.68
2,400.53
64.199
474,120.02 995,836.13
2,418.57
18.533
487,994.86 997,101.14
2,418.54
18.501
487,829.19 997,102.82
2,413.33
23.784
483,013.81 997,009.79
2,411.21
21.668
483,014.07 997,058.87
2,497.71
20.672
483,039.69 998,924.53
2,410.79
4.281
480,405.26 997,731.61
2,420.91
10.892
489,873.59 996,900.43
2,415.56
28.698
485,423.14 996,988.03
2,414.78
12.958
485,829.73 996,911.65
2,413.45
29.388
483,691.47 996,954.09
2,413.45
32.381
483,692.33 996,896.64
2,413.21
18.177
484,773.21 996,875.81
2,412.95
35.881
483,691.06 996,667.06
2,412.92
43.035
483,624.18 996,207.79
2,411.84
40.757
483,689.51 996,152.50
2,411.32
32.753
484,575.48 996,120.01
2,411.51
50.406
483,662.86 995,725.27
2,411.46
47.862
484,639.60 995,721.29
2,410.99
52.38
483,645.39 995,421.21
2,410.98
54.872
483,704.34 995,416.21
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
J41
J42
J43
J44
J45
J46
J47
J48
J49
J50
J51
J52
J53
J54
J55
J56
J57
J58
J59
J60
J61
J62
J63
J64
J65
J66
J67
J68
J69
J70
J71
J72
J73
J74
J75
J76
J77
J78
J79
J80
Elevation(m) BaseFlow(l/s)
2,366.80
10.76
2,362.50
0.00
2,361.60
1.43
2,360.90
0.00
2,357.80
4.13
2,384.50
12.19
2,374.80
3.77
2,374.50
7.80
2,364.80
6.42
2,391.00
13.01
2,393.00
16.81
2,408.00
1.99
2,407.00
3.98
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,407.00
0.00
2,406.00
0.00
2,377.00
5.87
2,384.00
13.87
2,376.80
0.00
2,378.50
10.40
2,376.80
0.00
2,369.50
8.42
2,367.30
14.42
2,364.40
14.42
2,350.80
5.76
2,377.50
12.62
2,357.00
25.61
2,351.00
0.00
2,350.70
25.97
2,351.00
0.00
2,352.00
4.00
2,351.70
22.62
Pattern
PZ11
Fixed
PZ11
Fixed
PZ08
PZ14
PZ11
PZ11
PZ11
PZ14
Composite
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZ14
PZ11
Fixed
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
PZ11
PZ10
Fixed
PZ10
Fixed
Fixed
PZ08
Demand(Calculated)(l/s)
10.76
0
1.43
0
4.13
12.19
3.77
7.8
6.42
13.01
16.81
1.99
3.98
0
0
0
0
0
0
0
0
0
0
0
5.87
13.87
0
10.4
0
8.42
14.42
14.42
5.76
12.62
25.61
0
25.97
0
4
22.62
Page2of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,409.23
42.344
483,255.93 995,451.00
2,410.89
48.292
483,633.05 995,205.00
2,410.89
49.186
483,681.20 995,202.91
2,410.78
49.782
483,610.31 994,862.91
2,410.75
52.847
483,467.22 994,818.02
2,411.98
27.424
482,060.49 997,140.61
2,409.57
34.7
482,162.37 996,392.20
2,409.04
34.472
482,375.42 996,382.36
2,408.49
43.603
481,879.64 995,848.26
2,411.46
20.423
481,404.85 997,343.01
2,404.91
11.884
480,812.07 997,556.58
2,410.61
2.603
480,215.72 997,713.81
2,410.68
3.674
480,317.55 997,769.46
2,410.66
3.649
480,368.95 997,774.97
2,410.66
3.648
480,366.71 997,797.97
2,484.77
77.609
480,329.84 997,792.37
2,410.66
3.648
480,364.45 997,821.77
2,484.77
77.609
480,326.74 997,818.74
2,410.25
3.245
480,249.29 997,685.40
2,410.19
3.189
480,240.74 997,661.31
2,480.37
73.222
480,283.74 997,646.74
2,410.18
3.173
480,231.57 997,628.84
2,480.32
73.175
480,271.58 997,616.08
2,409.13
3.127
480,165.00 997,676.44
2,389.94
12.919
478,387.24 996,905.15
2,410.20
26.148
483,040.68 996,945.96
2,390.31
13.481
478,441.53 996,862.22
2,408.41
29.847
479,853.77 996,856.62
2,390.16
13.337
478,438.96 996,909.70
2,385.32
15.788
480,449.86 996,287.56
2,383.54
16.21
480,357.79 996,129.37
2,382.48
18.047
480,230.39 995,860.48
2,382.23
31.366
479,993.39 995,174.30
2,405.23
27.674
478,121.22 996,805.49
2,385.43
28.373
478,409.47 996,004.61
2,386.41
35.335
478,334.79 995,551.24
2,385.47
34.698
478,322.82 995,516.77
2,386.67
35.602
478,332.85 995,560.74
2,379.26
27.202
478,935.97 995,253.00
2,378.17
26.412
478,989.77 995,223.81
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
J81
J82
J83
J84
J85
J86
J87
J88
J89
J90
J91
J92
J93
J94
J95
J96
J97
J98
J99
J100
J101
J102
J103
J104
J105
J106
J107
J108
J109
J110
J111
J112
J113
J114
J115
J116
J117
J118
J119
J120
Elevation(m) BaseFlow(l/s)
2,345.70
10.38
2,349.50
0.00
2,350.90
33.19
2,328.60
4.33
2,325.00
0.00
2,326.50
0.00
2,317.00
0.00
2,317.00
45.00
2,324.20
19.37
2,333.40
3.36
2,315.00
8.74
2,334.40
5.76
2,334.50
12.32
2,323.00
14.48
2,325.00
7.70
2,306.00
43.82
2,370.00
0.00
2,370.00
10.49
2,360.20
4.47
2,363.00
5.27
2,363.00
0.00
2,352.00
5.92
2,361.30
7.49
2,350.30
17.10
2,340.30
11.87
2,350.00
0.00
2,331.00
13.94
2,340.00
0.00
2,340.30
9.92
2,339.40
0.00
2,339.40
0.00
2,327.60
11.31
2,330.90
9.19
2,333.50
16.64
2,316.00
26.00
2,323.00
54.55
2,389.40
2.62
2,376.00
0.00
2,377.50
9.29
2,364.50
5.10
Pattern
PZ10
Fixed
PZ11
PZ11
PZ10
Fixed
Fixed
PZaverage
PZaverage
PZ10
PZ10
PZ10
PZ08
PZ08
PZaverage
PZaverage
Fixed
PZ11
PZ11
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Fixed
Fixed
PZ11
PZaverage
PZaverage
PZaverage
PZ26
PZ14
Fixed
Composite
PZ12
Demand(Calculated)(l/s)
10.38
0
33.19
4.33
0
0
0
45
19.37
3.36
8.74
5.76
12.32
14.48
7.7
43.82
0
10.49
4.47
5.27
0
5.92
7.49
17.1
11.87
0
13.94
0
9.92
0
0
11.31
9.19
16.64
26
54.55
2.62
0
9.29
5.1
Page3of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,377.41
31.651
478,716.86 994,874.25
2,388.28
38.704
478,283.62 995,583.54
2,377.12
26.163
477,588.73 995,953.87
2,387.52
58.803
477,891.34 994,919.40
2,364.74
39.661
477,442.93 994,073.51
2,364.74
38.164
476,891.72 993,358.47
2,354.58
37.507
477,138.26 992,949.44
2,326.22
9.2
477,246.01 992,984.37
2,340.92
16.688
476,661.38 992,773.46
2,367.23
33.766
478,549.76 994,434.28
2,364.85
49.746
478,186.84 993,744.05
2,362.74
28.288
478,909.47 994,065.76
2,360.99
26.439
479,212.70 994,062.50
2,361.48
38.405
478,761.93 993,759.40
2,363.88
38.806
476,426.77 992,955.76
2,331.68
25.626
475,450.13 992,353.52
2,404.80
34.728
477,851.33 996,751.42
2,404.79
34.717
477,849.65 996,737.51
2,404.08
43.789
477,812.35 996,343.35
2,404.50
41.411
477,651.92 996,676.58
2,404.50
41.413
477,647.23 996,690.63
2,401.83
49.733
476,697.13 996,423.94
2,401.18
39.797
476,004.47 996,241.39
2,401.64
51.234
475,638.42 996,124.55
2,397.42
57.008
477,366.20 995,490.66
2,400.97
50.863
475,141.72 995,868.85
2,395.55
64.417
475,831.90 995,006.76
2,394.52
54.413
476,413.05 994,495.41
2,394.41
54.006
476,515.15 994,446.28
2,394.48
54.967
476,384.84 994,459.26
2,394.48
54.967
476,378.89 994,451.31
2,393.88
66.151
476,258.40 994,020.76
2,400.58
69.544
474,705.89 995,773.07
2,385.98
52.378
474,682.67 994,632.70
2,376.55
60.427
475,128.78 993,994.99
2,376.13
53.024
475,029.69 993,840.11
2,472.68
83.115
477,913.61 997,134.97
2,469.01
92.826
477,849.01 996,898.32
2,468.93
91.245
477,944.38 996,869.49
2,454.84
90.153
476,358.34 996,641.35
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
J121
J122
J123
J124
J125
J126
J127
J128
J129
J130
J131
J132
J133
J134
J135
J136
J137
J138
J139
J140
J141
J142
J143
J144
J145
J146
J147
J148
J149
J150
J151
J152
J153
J154
J155
J156
J157
J158
J159
J160
Elevation(m) BaseFlow(l/s)
2,376.80
7.47
2,418.50
0.00
2,418.80
70.22
2,420.80
30.04
2,377.00
0.00
2,377.00
6.38
2,376.00
0.00
2,376.00
4.17
2,370.50
4.17
2,366.20
12.24
2,392.50
6.47
2,411.80
9.51
2,427.00
0.00
2,350.00
0.00
2,350.00
0.00
2,363.00
0.00
2,344.50
10.55
2,363.70
0.00
2,401.50
9.54
2,361.40
9.54
2,353.50
2.35
2,433.50
0.00
2,432.00
0.00
2,454.00
9.89
2,429.00
0.00
2,405.50
0.00
2,405.00
1.39
2,406.00
12.41
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,460.20
8.11
2,488.20
0.00
Pattern
PZ12
Fixed
PZ14
PZ14
Fixed
PZ14
Fixed
PZ12
PZ12
PZ12
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
PZ11
Fixed
PZ12
PZ12
PZ11
Fixed
Fixed
PZ18
Fixed
Fixed
PZ14
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
Demand(Calculated)(l/s)
7.47
0
70.22
30.04
0
6.38
0
4.17
4.17
12.24
6.47
9.51
0
0
0
0
10.55
0
9.54
9.54
2.35
0
0
9.89
0
0
1.39
12.41
0
0
0
0
0
0
0
0
0
0
8.11
0
Page4of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,453.51
76.551
475,853.24 997,229.92
2,459.97
41.384
476,649.86 997,887.58
2,459.29
40.41
476,599.97 997,917.35
2,457.58
36.708
476,165.37 998,185.05
2,453.51
76.353
475,747.44 997,285.76
2,453.51
76.352
475,738.07 997,244.47
2,454.58
78.418
475,067.64 997,069.34
2,454.66
78.505
475,091.71 997,033.95
2,455.58
84.912
474,973.01 996,956.20
2,449.73
83.365
475,404.65 996,679.66
2,452.64
60.014
475,353.09 997,445.84
2,456.83
44.942
475,019.45 998,256.08
2,472.99
45.893
474,472.97 998,345.23
2,400.96
50.856
475,134.34 995,883.27
2,449.10
98.898
475,096.69 995,862.85
2,433.84
70.693
473,946.51 996,525.35
2,431.47
86.793
473,883.66 996,199.92
2,433.83
69.986
473,946.39 996,558.73
2,419.49
17.958
474,047.45 997,105.68
2,417.45
55.936
474,616.69 996,627.08
2,417.33
63.698
475,114.01 995,894.26
2,473.02
39.44
474,535.51 998,367.13
2,473.02
40.936
474,515.20 998,404.00
2,473.68
19.64
474,544.99 998,835.48
2,472.60
43.511
474,324.21 998,302.13
2,470.44
64.811
474,228.56 997,677.34
2,469.96
64.829
474,218.14 997,680.68
2,468.31
62.185
474,248.85 997,178.95
2,474.48
5.473
474,535.56 999,307.95
2,474.48
5.468
474,548.52 999,299.02
2,533.12
63.986
474,519.70 999,285.36
2,533.08
63.95
474,532.70 999,277.72
2,474.48
5.464
474,560.59 999,288.09
2,474.47
5.463
474,570.65 999,280.03
2,474.47
5.463
474,580.88 999,271.78
2,509.50
40.416
474,562.38 999,252.63
2,509.62
40.535
474,553.97 999,259.59
2,509.65
40.567
474,544.45 999,269.13
2,506.03
45.742
473,765.71 998,838.37
2,502.70
14.475
472,279.69 999,268.79
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
J161
J162
J163
J164
J165
J166
J167
J168
J169
J170
J171
J172
J173
J174
J175
J176
J177
J178
J179
J180
J181
J182
J183
J184
J185
J186
J187
J188
J189
J190
J191
J192
J193
J194
J195
J196
J197
J198
J199
J200
Elevation(m) BaseFlow(l/s)
2,492.40
0.00
2,492.00
0.00
2,492.00
0.00
2,493.00
0.00
2,340.20
0.00
2,339.80
0.00
2,339.80
0.00
2,339.80
8.87
2,339.80
0.00
2,344.70
1.49
2,363.70
1.36
2,404.00
31.18
2,351.00
41.53
2,349.00
0.00
2,348.00
0.00
2,354.50
0.00
2,349.00
0.00
2,349.00
0.00
2,355.00
0.00
2,355.00
0.00
2,351.00
0.00
2,349.00
44.46
2,351.00
4.86
2,324.00
4.93
2,327.00
20.96
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,469.00
0.00
2,458.40
4.50
2,473.70
0.00
2,470.00
3.85
2,497.50
2.12
2,511.00
4.94
2,473.50
0.00
2,491.80
3.35
2,471.00
14.12
2,459.00
0.00
Pattern
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
Fixed
PZ11
PZ11
PZ12
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZaverage
PZaverage
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
PZ18
PZ22
PZ22
Fixed
PZ22
PZ18
Fixed
Demand(Calculated)(l/s)
0
0
0
0
0
0
0
8.87
0
1.49
1.36
31.18
41.53
0
0
0
0
0
0
0
0
44.46
4.86
4.93
20.96
0
0
0
0
0
0
4.5
0
3.85
2.12
4.94
0
3.35
14.12
0
Page5of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,497.56
5.15
472,406.19 999,327.30
2,496.79
4.778
472,330.00 999,323.48
2,496.79
4.778
472,351.57 999,337.63
2,663.32
169.981
472,337.44 999,358.11
2,400.51
60.192
473,909.86 995,861.59
2,400.44
60.516
473,426.86 995,936.28
2,400.44
60.516
473,428.35 995,891.68
2,400.44
60.518
473,471.80 995,886.51
2,400.43
60.51
473,383.87 995,962.73
2,400.52
55.705
472,939.54 996,496.14
2,433.85
70.01
473,848.37 996,571.60
2,466.47
62.344
473,751.27 997,182.95
2,399.92
48.819
471,811.26 995,786.71
2,399.90
50.795
472,818.51 995,984.79
2,400.32
52.211
472,774.82 995,998.97
2,391.89
37.312
472,066.68 995,794.85
2,389.37
40.293
471,845.67 995,746.66
2,389.35
40.266
471,828.81 995,745.20
2,391.96
36.881
472,106.93 995,832.25
2,391.96
36.881
472,108.93 995,799.74
2,399.93
48.832
471,854.25 995,794.94
2,389.31
40.228
471,788.33 995,739.72
2,391.81
40.728
472,037.61 995,672.96
2,389.33
65.199
471,890.97 995,132.47
2,383.50
56.384
471,622.15 995,194.08
2,474.44
5.426
474,476.86 999,359.28
2,474.44
5.428
474,494.05 999,343.98
2,474.44
5.43
474,503.51 999,335.98
2,544.80
75.65
474,486.47 999,314.99
2,544.81
75.66
474,476.33 999,324.72
2,544.82
75.671
474,458.62 999,340.37
2,506.13
47.632
473,787.73 998,905.78
2,515.92
42.139
473,778.57 999,431.79
2,515.25
45.158
473,077.96 999,672.34
2,517.85
20.306
473,404.41 1,000,079.85
2,521.06
10.043
473,777.27 1,000,263.20
2,517.46
43.869
473,804.32 999,425.52
2,519.49
27.635
473,720.09 999,836.81
2,517.44
46.348
473,879.24 999,406.63
2,516.99
57.875
474,989.73 998,959.62
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
J201
J202
J203
J204
J205
J206
J207
J208
J209
J210
J211
J212
J213
J214
J215
J216
J217
J218
J219
J220
J221
J222
J223
J224
J225
J226
J227
J228
J229
J230
J231
J232
J233
J234
J235
J236
J237
J238
J239
J240
Elevation(m) BaseFlow(l/s)
2,462.00
11.20
2,458.00
1.38
2,470.00
0.00
2,457.00
8.12
2,457.00
0.00
2,478.50
3.33
2,492.20
0.00
2,517.00
0.00
2,517.00
0.00
2,517.00
0.00
2,517.00
0.00
2,548.00
19.80
2,517.00
0.00
2,517.00
0.00
2,517.00
0.00
2,517.00
0.00
2,565.00
19.18
2,490.40
5.28
2,521.00
4.57
2,431.90
18.69
2,561.00
0.00
2,561.00
0.00
2,572.00
0.00
2,572.00
0.00
2,572.00
0.00
2,536.40
13.34
2,555.00
0.00
2,487.00
0.00
2,596.50
4.41
2,596.00
4.33
2,631.00
0.00
2,631.00
0.00
2,600.00
6.75
2,612.00
10.18
2,494.40
0.00
2,347.00
1.64
2,352.00
0.00
2,352.00
0.00
2,378.60
4.08
2,423.30
13.99
Pattern
PZ18
PZ18
Fixed
PZ18
Fixed
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
Fixed
Fixed
PZ22
PZ18
PZ22
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
PZ24
PZ24
Fixed
Fixed
PZ24
PZ23
Fixed
PZaverage
Fixed
Fixed
PZ13
PZ11
Demand(Calculated)(l/s)
11.2
1.38
0
8.12
0
3.33
0
0
0
0
0
19.8
0
0
0
0
19.18
5.28
4.57
18.69
0
0
0
0
0
13.34
0
0
4.41
4.33
0
0
6.75
10.18
0
1.64
0
0
4.08
13.99
Page6of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,516.54
54.432
475,035.48 999,491.88
2,516.67
58.553
474,750.92 999,794.49
2,516.51
46.415
474,671.51 999,842.22
2,515.30
58.187
474,687.73 1,000,060.19
2,516.74
59.618
474,672.04 999,813.53
2,515.88
37.301
474,122.03 999,615.77
2,520.18
27.921
472,363.72 999,268.36
2,521.91
4.905
473,804.30 1,000,321.76
2,521.90
4.892
473,769.95 1,000,320.79
2,580.72
63.587
473,768.76 1,000,350.35
2,580.72
63.587
473,801.76 1,000,351.88
2,568.39
20.347
473,906.09 1,001,469.42
2,521.77
4.757
473,834.53 1,000,373.10
2,521.74
4.732
473,795.49 1,000,371.66
2,595.00
77.841
473,794.04 1,000,397.53
2,595.10
77.945
473,835.07 1,000,398.46
2,570.26
5.247
473,729.73 1,001,437.50
2,520.90
30.44
475,794.20 1,000,318.80
2,523.84
2.835
475,105.25 1,000,857.36
2,484.52
52.512
475,468.93 999,682.61
2,576.49
15.462
473,642.36 1,001,502.45
2,576.43
15.395
473,667.82 1,001,504.14
2,576.16
4.147
473,687.73 1,001,505.21
2,576.16
4.147
473,709.68 1,001,506.82
2,680.87
108.653
473,683.88 1,001,535.96
2,570.39
33.922
472,684.45 1,000,824.85
2,576.11
21.069
473,618.25 1,001,448.38
2,570.39
83.223
472,311.86 999,218.70
2,635.61
39.03
469,953.12 1,001,564.02
2,635.77
39.685
470,171.32 1,001,187.74
2,638.01
6.997
470,707.72 1,001,694.28
2,638.01
6.992
470,722.97 1,001,682.66
2,636.39
36.316
471,696.92 1,001,605.97
2,635.74
23.694
472,026.49 1,001,821.45
2,563.71
69.172
472,354.35 999,378.48
2,400.12
53.01
473,272.08 995,609.53
2,430.75
78.588
472,703.79 996,764.89
2,430.91
78.753
472,701.66 996,788.37
2,430.62
51.91
472,296.79 996,748.95
2,467.88
44.491
472,694.51 997,971.06
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
J241
J242
J243
J244
J245
J246
J247
J248
J249
J250
J251
J252
J253
J254
J255
J256
J257
J258
J259
J260
J261
J262
J263
J264
J265
J266
J267
J268
J269
J270
J271
J272
J273
J274
J275
J276
J277
J278
J279
J280
Elevation(m) BaseFlow(l/s)
2,410.40
0.00
2,354.70
10.47
2,358.20
8.68
2,385.00
0.00
2,385.00
3.70
2,424.00
6.26
2,419.00
13.65
2,426.80
6.26
2,427.40
0.00
2,441.50
6.58
2,410.00
0.00
2,390.50
0.00
2,390.00
0.00
2,410.30
10.81
2,423.00
0.00
2,423.00
0.00
2,417.80
0.00
2,431.00
0.00
2,409.00
9.05
2,429.80
0.00
2,435.00
4.67
2,433.00
0.00
2,433.00
0.00
2,390.00
10.81
2,433.40
0.00
2,493.00
0.00
2,481.00
11.69
2,477.20
0.00
2,465.00
5.21
2,473.30
2.08
2,439.30
2.08
2,463.70
2.08
2,449.80
2.72
2,432.00
2.72
2,407.00
0.00
2,407.00
0.00
2,637.00
3.88
2,553.00
16.22
2,520.00
2.61
2,490.00
7.89
Pattern
Fixed
PZ11
PZ11
Fixed
PZ13
PZ13
PZ13
PZ13
Fixed
PZ15
Fixed
Fixed
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
Fixed
Fixed
PZ11
Fixed
Fixed
PZ20
Fixed
PZ20
PZ15
PZ15
PZ15
PZ15
PZ15
Fixed
Fixed
PZaverage
PZ22
PZ22
PZ22
Demand(Calculated)(l/s)
0
10.47
8.68
0
3.7
6.26
13.65
6.26
0
6.58
0
0
0
10.81
0
0
0
0
9.05
0
4.67
0
0
10.81
0
0
11.69
0
5.21
2.08
2.08
2.08
2.72
2.72
0
0
3.88
16.22
2.61
7.89
Page7of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,470.33
59.809
473,037.24 997,829.14
2,465.29
110.366
472,405.35 996,217.64
2,466.81
108.393
472,265.14 996,125.38
2,467.25
82.084
472,201.53 997,031.90
2,467.25
82.085
472,211.84 997,045.58
2,467.71
43.625
472,550.84 998,029.31
2,467.25
48.153
471,765.56 997,783.08
2,467.53
40.644
472,134.74 998,209.94
2,467.53
40.045
472,117.24 998,222.87
2,467.52
25.964
471,972.71 998,467.48
2,470.38
60.254
473,087.08 997,833.64
2,470.81
80.144
473,473.67 997,856.38
2,470.80
80.642
473,478.17 997,836.80
2,469.95
59.526
473,665.14 997,881.91
2,470.54
47.443
474,128.88 997,916.00
2,470.50
47.404
474,155.65 997,912.31
2,433.51
15.677
474,221.14 997,339.90
2,471.92
40.833
474,024.01 998,159.51
2,467.18
58.064
475,488.02 998,568.33
2,472.97
43.086
474,498.40 998,428.86
2,471.88
36.807
473,907.35 998,348.97
2,472.22
39.146
474,040.85 998,233.17
2,472.25
39.17
474,000.89 998,229.71
2,470.86
80.693
473,482.67 997,818.50
2,472.48
39.006
474,052.82 998,206.68
2,496.38
3.37
472,325.15 999,301.50
2,502.53
21.49
471,981.03 999,416.81
2,496.61
19.374
472,539.37 998,826.09
2,496.49
31.429
472,474.42 998,634.79
2,496.55
23.207
472,684.59 998,796.50
2,496.50
57.082
473,120.59 999,069.76
2,496.53
32.761
472,783.15 998,494.15
2,496.51
46.612
472,752.42 998,261.07
2,496.47
64.341
472,718.41 998,060.35
2,410.65
3.641
480,290.04 997,703.54
2,480.37
73.222
480,293.27 997,672.43
2,638.83
1.83
470,694.10 1,001,732.94
2,574.14
21.094
473,569.36 1,001,346.19
2,522.40
2.399
475,408.30 1,000,950.89
2,571.06
80.896
473,191.79 1,000,597.61
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB1NodesatAverageDayDemand
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
Label
J281
J282
J283
J284
J285
J286
J287
J288
J289
J290
J291
J292
J293
J294
Elevation(m) BaseFlow(l/s)
Pattern
Demand(Calculated)(l/s)
2,485.00
12.81
PZ20
12.81
2,442.50
25.66
PZ20
25.66
2,628.00
10.47
PZ23
10.47
2,392.50
5.13
PZ14
5.13
2,424.00
35.88
PZ14
35.88
2,386.00
0.00
Fixed
0
2,389.50
0.00
Fixed
0
2,330.00
9.19
PZ11
9.19
2,385.00
5.87
PZ14
5.87
2,317.50
31.45
PZaverage
31.45
2,380.00
37.00
Inflow(wellsource)
37
2,377.50
0.00
Fixed
0
2,489.00
12.52
Fixed
12.52
2,485.00
0.00
Fixed
0
Page8of8
CalculatedHG(m) Pr.(mH2O)
X(m)
Y(m)
2,520.18
35.107
472,529.35 999,707.15
2,563.71
120.968
471,692.12 1,000,458.53
2,636.34
8.32
470,498.24 1,001,524.09
2,398.04
5.531
479,794.43 997,180.45
2,505.50
81.332
482,614.12 998,188.74
2,479.38
93.188
478,291.87 996,895.91
2,479.29
89.605
478,292.76 996,914.76
2,396.16
66.028
475,699.99 995,148.70
2,391.68
6.666
479,095.57 996,997.02
2,369.76
52.15
475,959.75 993,731.98
2,390.10
10.08
478,431.95 996,943.38
2,390.10
12.575
478,443.96 996,928.81
2,491.24
2.238
484,342.75 998,809.87
2,491.50
6.487
484,250.29 998,770.03
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P16
P18
P20
P27
P29
P30
P31
P33
P34
P35
P36
P37
P38
P39
P44
P45
P46
P52
P53
P54
p55(2)
P56
P57
P58
P59
P60
L(m)
3
6,360
3
30
3
20
3
20
4
528
3
1,964
3
40
20
20
4,839
3
3
4
6
3
3
3
3
3
3
3
4
1,649
4
686
1,078
3
5
5
50
35
16
22
D(mm)
250
1,400
300
1,000
600
1,200
250
1,200
600
1,400
250
1,200
300
1,000
1,200
1,200
1,200
600
250
300
400
250
300
600
300
300
250
300
250
900
300
900
900
900
700
700
150
900
1,000
1,000
Material
St
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
DCI
St
DCI
St
DCI
"
"
"
"
"
St
DCI
St
"
"
DCI
St
"
"
"
"
"
"
DCI
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
67.05
2,738.59
67.05
910.65
233.65
80.81
67.05
1,827.95
166.53
991.45
67.12
1,185.82
67.12
598.79
819.11
988.31
1,010.78
83.35
83.35
0
70.17
0
0
0
83.18
83.35
83.18
83.18
27.02
342.61
27.02
312.43
282.61
282.61
0
0
5.13
607.8
652.24
648.26
Pr.PipeHL(m)
0.04
16.83
0.01
0.05
0.01
0
0.04
0.05
0
0.21
0.04
2.34
0.01
0.03
0.01
0.02
5.21
0
0.08
0
0.01
0
0
0
0.03
0.03
0.08
0.03
0.02
1.47
0.01
0.52
0.67
0
0
0
0.09
0.09
0.02
0.03
Page1of12
HLGradient(m/km)
12.1
2.65
4.96
1.77
1.74
0.01
12.1
2.65
0.89
0.4
12.1
1.19
4.96
0.82
0.6
1.03
1.08
0.4
26.69
0
1.98
0
0
0
10.91
11.01
26.69
10.96
4.13
0.89
1.71
0.75
0.62
0.64
0
0
1.85
2.57
1.16
1.15
V(m/s)
1.37
1.78
0.95
1.16
0.83
0.07
1.37
1.62
0.59
0.64
1.37
1.05
0.95
0.76
0.72
0.87
0.89
0.29
1.7
0
0.56
0
0
0
1.18
1.18
1.69
1.18
0.55
0.54
0.38
0.49
0.44
0.44
0
0
0.29
0.96
0.83
0.83
C
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
90
90
81
81
81
81
81
81
81
81
81
81
81
72
72
72
72
72
72
72
72
81
72
90
90
Istallation(year)
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1970
1975
1970
1970
1970
1970
1970
1984
1970
1985
1985
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
P61
P62
P63
P64
P65
P66
P68
P69
P70
P71
P72
P73
P74
P75
P85
P118
P120
P126
P127
P130
P139
P163
P177
P178
P179
P185
P186
P187
P188
P189
P190
P196
P199
P200
P202
P203
P211
P212
P214
P240
L(m)
4
3
3
4
3
3
25
3
4
3
3
4
3
3
1,784
275
399
213
2,092
559
456
4
3
3
3
4
44
417
3
50
747
569
6
251
695
6
3
761
3
224
D(mm)
1,000
600
500
1,000
600
500
500
300
500
300
300
500
300
300
900
900
150
900
900
900
900
200
300
300
250
400
400
400
400
400
300
300
300
300
300
300
200
200
250
150
Material
"
"
"
St
St
"
DCI
"
"
"
"
St
"
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
"
"
"
"
"
"
"
DCI
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
324.18
324.18
324.18
0
0
0
326.19
0
326.19
163.05
163.05
163.14
163.14
163.14
498.12
465.35
4.47
440.27
431.71
402.74
331.36
27.02
70.17
0
0
5.33
8.03
16.9
16.9
13.36
6.27
19.63
75.21
70.35
75.21
75.21
20.96
20.96
28.26
8.12
Pr.PipeHL(m)
0
0.01
0.03
0
0
0
0.36
0
0.06
0.14
0.14
0.02
0.14
0.14
3.18
0.43
0.71
0.3
2.86
0.67
0.38
0.05
0.02
0
0
0
0
0.07
0
0.01
0.08
0.54
0.07
2.51
7.87
0.07
0.02
5.83
0.01
1.2
Page2of12
HLGradient(m/km)
0.33
4.66
11.36
0
0
0
14.24
0
14.21
47.48
47.48
3.94
47.53
47.53
1.78
1.57
1.78
1.42
1.37
1.2
0.84
12.28
7.99
0
0
0
0.04
0.18
0.2
0.12
0.11
0.94
11.34
10.01
11.33
11.34
7.69
7.66
3.57
5.37
V(m/s)
0.41
1.15
1.65
0
0
0
1.66
0
1.66
2.31
2.31
0.83
2.31
2.31
0.78
0.73
0.25
0.69
0.68
0.63
0.52
0.86
0.99
0
0
0.04
0.06
0.13
0.13
0.11
0.09
0.28
1.06
1
1.06
1.06
0.67
0.67
0.58
0.46
C
90
81
81
90
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
100
72
72
72
72
72
72
72
72
72
72
72
72
72
81
72
Istallation(year)
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1970
1970
1970
1970
1970
1970
1970
1975
1985
1985
1985
1970
1970
1970
1970
1970
1955
1975
1975
1970
1975
1975
1970
1970
1985
1970
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P256
P257
P258
P259
P261
P262
P265
P266
P267
P268
P269
P270
P271
P277
P278
P279
P280
P281
P282
P298
P299
P303
P307
P309
P310
P311
P313
P315
P316
L(m)
614
3
3
3
3
4
3
3
3
3
3
25
4
3
3
3
3
10
4
3
3
4
3
3
10
20
4
3
6
3
364
3
155
4
455
288
53
406
198
503
D(mm)
150
350
250
250
200
600
350
250
250
200
200
400
400
350
300
350
300
200
200
150
125
150
150
125
200
150
150
150
125
150
400
400
400
400
400
400
150
150
150
150
Material
"
"
"
"
St
DCI
"
PVC
PVC
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
"
"
"
"
St
DCI
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
3.33
28.26
28.26
0
28.33
300.69
28.26
28.26
28.33
28.26
0
94.18
94.18
94.18
94.18
0
0
38.24
19.15
19.15
19.15
19.09
19.09
19.09
19.58
13.44
0
0
0
13.44
120.42
120.42
45.13
15.75
26.74
6.58
3.38
3.38
7.24
3.57
Pr.PipeHL(m)
0.63
0
0.01
0
0.03
0.02
0
0.01
0.01
0.03
0
0.09
0.01
0.02
0.04
0
0
0.23
0.03
0.08
0.19
0.1
0.08
0.19
0.07
0.27
0
0
0
0.04
2.43
0.02
0.17
0
0.19
0.01
0.05
0.43
0.86
0.59
Page3of12
HLGradient(m/km)
1.03
0.69
3.57
0
10.77
4.06
0.69
3.67
3.57
10.72
0
3.41
3.35
6.55
13.89
0
0
23.31
6.47
26.39
64
26.19
26.19
63.5
6.73
13.66
0
0
0
13.69
6.67
6.65
1.08
0.15
0.41
0.03
0.85
1.06
4.34
1.17
V(m/s)
0.19
0.29
0.58
0
0.9
1.06
0.29
0.58
0.58
0.9
0
0.75
0.75
0.98
1.33
0
0
1.22
0.61
1.08
1.56
1.08
1.08
1.56
0.62
0.76
0
0
0
0.76
0.96
0.96
0.36
0.13
0.21
0.05
0.19
0.19
0.41
0.2
C
72
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
72
72
72
Istallation(year)
1955
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1959
1959
1959
1975
1975
1975
1989
1970
1970
1970
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
P317
P333
P343
P348
P351
P352
P353
P355
P358
P359
P360
P364
P365
P366
P367
P381
P395
P411
P412
P413
P417
P429
P430
P431
P445
P88
P89
P297
P374
P375
P376
P377
P105
P264
P292
P388
P396
P424
P425
P432
L(m)
3
19
3
358
35
6
40
3
3
589
212
6,890
10
1,964
2,433
1,759
139
3
4
3
23
3
3
2,741
21
3
37
1,193
217
48
366
183
113
290
720
88
661
1,643
1,268
665
D(mm)
150
150
300
350
900
500
1,000
300
300
900
900
900
700
900
900
900
150
250
300
250
350
500
500
1,200
100
150
150
200
200
150
200
200
125
150
150
150
100
150
150
150
Material
DCI
"
"
"
"
St
"
DCI
"
St
DCI
"
DCI
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
3.57
6.31
153.32
7.52
607.8
339.9
551.54
0
166.53
101.35
87.47
595.65
194.36
401.28
407.12
402.31
7.76
70.17
70.17
153.32
56.59
324.08
324.08
932.98
3.88
31.43
25.97
61.3
7.2
1.43
5.77
4.13
45
19.8
1.64
16.85
9.12
25.66
0
16.85
Pr.PipeHL(m)
0
0.05
0.13
0.03
0.09
0.09
0.05
0
0.12
0.05
0.02
17.09
0.01
2.34
2.98
2.11
0.69
0.06
0.03
0.31
0.06
0.03
0.03
2.54
0.17
0.11
0.94
36.97
0.1
0
0.11
0.03
28.36
8.11
0.2
1.47
31.71
74.3
0
11.09
Page4of12
HLGradient(m/km)
1.19
2.71
42.37
0.07
2.57
15.38
1.29
0
39.69
0.09
0.07
2.48
0.7
1.19
1.23
1.2
4.94
19.45
8.04
102.89
2.54
11.31
11.31
0.93
7.93
36.51
25.64
30.99
0.44
0.09
0.29
0.16
250.16
27.99
0.28
16.68
47.97
45.23
0
16.68
V(m/s)
0.2
0.36
2.17
0.08
0.96
1.73
0.7
0
2.36
0.16
0.14
0.94
0.51
0.63
0.64
0.63
0.44
1.43
0.99
3.12
0.59
1.65
1.65
0.82
0.49
1.78
1.47
1.95
0.23
0.08
0.18
0.13
3.67
1.12
0.09
0.95
1.16
1.45
0
0.95
C
Istallation(year)
72
1970
81
1989
72
1975
72
1955
72
1970
72
1975
72
1970
72
1975
81
1985
72
1970
72
1970
72
1970
90
1985
72
1970
72
1970
72
1970
72
1955
81
1985
81
1985
72
1975
81
1985
81
1985
81
1985
90
1985
81
1989
99
2002
99
2002
99
2001
115.5
2004
115.5
2004
115.5
2004
115.5
2004
81
1995
72
1975
72
1970
81
1984
72
1970
72
1955
72
1955
81
1984
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
P464
P473
P474
P15
P17
P19
P21
P22
P23
P24
P25
P26
P28
P32
P40
P41
P42
P43
P47
P48
P49
P50
P51
P67
P76
P77
P78
P79
P80
P81
P82
P83
P84
P86
P87
P90
P91
P92
P93
P94
L(m)
747
672
66
726
3
187
49
3
3
846
1,470
631
1,651
57
3
3
1,376
3
664
213
4
624
720
4
4
141
2,132
1,039
987
184
298
730
3
852
471
3
61
438
44
3
D(mm)
150
150
150
500
800
800
200
250
200
250
200
500
500
500
800
150
350
350
350
150
150
150
150
900
400
150
400
900
200
200
200
200
200
150
150
150
150
150
200
200
Material
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
"
"
St
"
"
"
"
"
DCI
"
"
"
"
St
DCI
"
St
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
11.72
5.85
5.87
252.62
252.62
410.49
77.8
60.95
63.93
60.95
22.18
168.72
211.5
353.13
410.49
12.4
21.91
0
0
7.8
19.53
6.42
4.06
0
163.05
13.87
326.19
551.54
43.02
34.6
20.18
5.76
43.02
20.15
5.46
31.43
22.62
10.38
68.43
68.43
Pr.PipeHL(m)
6.36
1.58
0.16
2.16
0
0.41
2.12
0.04
0.09
12.68
6.21
2.13
8.47
0.76
0.01
0.03
0.75
0
0
0.53
0.09
1.08
1.07
0
0.05
1.01
90.01
2.24
23.02
1.78
1.06
0.25
0.07
19.8
0.98
0.16
1.09
1.84
1.51
0.1
Page5of12
HLGradient(m/km)
8.52
2.35
2.37
2.97
0.6
2.21
43.21
14.98
30.01
14.99
4.23
3.38
5.13
13.26
2.18
9.48
0.54
0
0
2.48
21.95
1.73
1.49
0
11.68
7.2
42.23
2.15
23.32
9.63
3.55
0.35
23.32
23.24
2.07
52.93
17.81
4.21
34.07
34.03
V(m/s)
0.66
0.33
0.33
1.29
0.5
0.82
2.48
1.24
2.03
1.24
0.71
0.86
1.08
1.8
0.82
0.7
0.23
0
0
0.44
1.11
0.36
0.23
0
1.3
0.78
2.6
0.87
1.37
1.1
0.64
0.18
1.37
1.14
0.31
1.78
1.28
0.59
2.18
2.18
C
81
81
81
130
90
72
105
81
105
81
105
81
81
81
72
81
72
72
72
105
81
105
72
90
72
105
72
72
81
105
105
105
81
81
81
81
105
105
105
105
Istallation(year)
1984
1984
1984
1989
1989
1970
2005
1989
2005
1989
2005
1989
1985
1985
1970
1989
1975
1975
1975
2004
1989
2004
1975
1985
1975
2005
1975
1970
1993
2005
2005
2005
1993
2002
2002
2002
2004
2004
2004
2004
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
P95
P96
P97
P98
P99
P100
P101
P102
P103
P104
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P119
P121
P122
P123
P124
P125
P128
P129
P131
P132
P133
P134
P135
P136
P137
P138
P140
P141
L(m)
3
771
1,622
3
748
247
732
3
3
483
508
3
493
316
780
522
303
282
92
770
3
1,332
3
3
180
3
988
717
3
1,937
3
778
114
3
34
10
3
485
1,264
3
D(mm)
200
200
600
400
400
400
400
400
200
250
150
200
200
200
150
200
150
200
150
400
200
200
250
200
200
250
200
200
200
200
250
250
200
200
200
200
200
200
450
450
Material
DCI
St
"
DCI
"
"
"
"
"
"
St
"
DCI
St
DCI
"
"
"
"
"
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
33.19
33.19
150.61
48.99
48.99
0
0
0
64.37
64.37
19.37
44.66
44.66
44.66
8.74
32.56
12.32
14.48
14.48
51.52
43.82
43.82
25.08
10.12
10.12
8.56
13.41
7.49
11.87
11.87
44.36
21.23
9.92
11.31
11.31
0
11.31
11.31
220.82
227.89
Pr.PipeHL(m)
0.04
11.12
1.83
0
0.76
0
0
0
0.18
9.97
13.66
0.08
12.32
7.89
2.39
4.49
1.75
0.54
0.72
0.86
0.07
32.13
0.01
0
0.29
0
2.66
0.66
0.01
4.16
0.03
1.02
0.11
0
0.04
0
0
0.59
14.6
0.04
Page6of12
HLGradient(m/km)
14.39
14.42
1.13
0.99
1.01
0
0
0
61.17
20.63
26.87
25
25
24.99
3.06
8.61
5.78
1.92
7.79
1.11
24.11
24.13
3.62
1.59
1.6
0.4
2.69
0.92
2.18
2.15
8.33
1.31
0.95
1.24
1.21
0
1.24
1.21
11.55
12.25
V(m/s)
1.06
1.06
0.53
0.39
0.39
0
0
0
2.05
1.31
1.1
1.42
1.42
1.42
0.49
1.04
0.7
0.46
0.82
0.41
1.39
1.39
0.51
0.32
0.32
0.17
0.43
0.24
0.38
0.38
0.9
0.43
0.32
0.36
0.36
0
0.36
0.36
1.39
1.43
C
81
81
81
81
81
81
81
81
72
72
72
81
81
81
105
105
105
105
105
81
81
81
72
81
81
81
81
81
81
81
81
105
105
105
105
105
105
105
72
72
Istallation(year)
1989
1989
2002
2002
2002
2002
2002
2002
1975
1975
1975
1991
1991
1991
2005
2007
2007
2007
2007
2002
2002
2002
1970
1998
1998
1998
1998
1998
1989
1989
1989
2005
2005
2005
2005
2005
2005
2005
1975
1975
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
P161
P162
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P180
P181
P182
P183
P184
P191
L(m)
767
3
173
3
3
226
100
3
825
1,471
3
58
511
3
1,155
4
83
3
3
633
503
3
338
3
3
898
377
763
919
3
56
3
3
452
3,038
6
1,504
6
463
3
D(mm)
450
350
350
450
200
200
200
150
150
400
300
350
350
300
150
150
200
200
250
150
150
200
150
200
200
200
200
200
200
350
350
350
350
800
300
200
200
600
600
150
Material
DCI
"
St
"
"
"
"
"
"
"
"
"
"
DCI
"
St
"
"
"
DCI
St
"
DCI
GI
St
"
"
"
"
"
"
DCI
"
"
"
"
St
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
227.89
54.55
54.55
147.34
45.55
45.55
9.29
4.76
4.76
138.53
9.89
128.64
58.42
6.47
6.47
2.06
0.27
0.27
12.24
12.24
4.41
22.84
10.55
12.29
30.82
30.82
21.43
11.89
2.35
22.89
22.89
13.36
13.36
410.84
70.17
23.71
23.71
46.86
46.86
9.12
Pr.PipeHL(m)
9.4
0.01
0.41
0.01
0.05
3.62
0.08
0
1.32
12.72
0
0.68
1.71
0
4.07
0
0
0
0
5.85
0.87
0.03
2.37
0.01
0.04
11.29
3.01
2.04
0.12
0
0.03
0
0
0.66
24.32
0.06
14.47
0
0.07
0.02
Page7of12
HLGradient(m/km)
12.25
2.38
2.37
4.42
16.02
16.03
0.84
1.64
1.61
8.64
0.25
11.61
3.35
0.1
3.53
0.41
0
0
0.79
9.23
1.73
8.98
7.01
2.83
12.55
12.57
7.98
2.68
0.13
0.6
0.59
0.2
0.25
1.46
8.01
9.62
9.62
0.17
0.16
6.65
V(m/s)
1.43
0.57
0.57
0.93
1.45
1.45
0.3
0.27
0.27
1.1
0.14
1.34
0.61
0.09
0.37
0.12
0.01
0.01
0.25
0.69
0.25
0.73
0.6
0.39
0.98
0.98
0.68
0.38
0.07
0.24
0.24
0.14
0.14
0.82
0.99
0.75
0.75
0.17
0.17
0.52
C
72
81
81
81
105
105
105
81
81
72
72
81
72
72
72
72
105
105
81
81
72
72
81
72
81
81
72
72
72
72
72
72
72
90
81
72
72
72
72
72
Istallation(year)
1975
1989
1989
1989
2005
2005
2005
1989
1989
1975
1975
1995
1975
1975
1975
1975
2005
2005
1989
1989
1975
1975
1989
1975
2001
2001
1975
1975
1975
1975
1975
1975
1975
1989
1985
1970
1970
1970
1975
1970
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
Label
P192
P193
P194
P195
P197
P198
P201
P204
P205
P206
P207
P208
P209
P210
P213
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
P236
P237
P238
P239
L(m)
4
715
529
717
6
3
3
33
903
44
3
151
3
595
1,691
1,745
3
6
610
3
6
801
3
545
430
192
1,135
3
27
598
430
3
3
3
1,280
3
536
436
6
10
D(mm)
200
150
400
500
200
200
300
300
500
500
300
200
300
300
400
250
500
250
250
250
200
200
150
150
150
400
150
150
200
400
400
250
250
250
250
200
200
200
150
150
Material
"
"
DCI
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
PVC
St
"
DCI
"
"
St
DCI
"
"
St
DCI
St
"
"
DCI
St
DCI
St
"
"
DCI
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
18.53
29.01
95.37
41.53
55.58
55.58
65.42
0
41.53
41.53
44.46
4.86
4.93
4.93
134.16
56.59
61.68
61.68
56.1
56.1
6.34
6.34
7.59
7.59
9.71
101.69
10.08
10.08
62.44
83.69
87.04
21.25
21.25
7.13
7.13
7.13
7.13
4.07
11.45
11.45
Pr.PipeHL(m)
0.02
32.62
1.84
0.22
0.28
0.14
0.03
0
0.28
0.01
0.01
0.08
0
0.04
11.08
22.8
0
0.09
9.75
0.04
0.01
0.67
0.01
2.58
3.22
0.94
9.1
0.02
1.53
2.03
1.57
0.01
0.01
0
0.45
0
0.45
0.13
0.06
0.1
Page8of12
HLGradient(m/km)
6.1
45.64
3.48
0.31
46.61
46.63
8.73
0
0.31
0.31
4.27
0.51
0.1
0.07
6.55
13.07
0.6
15.33
16
14.88
0.84
0.84
4.66
4.74
7.48
4.88
8.01
8.04
57.83
3.4
3.66
2.68
2.58
0.4
0.35
0.89
0.83
0.3
10.17
10.15
V(m/s)
0.59
1.64
0.76
0.21
1.77
1.77
0.93
0
0.21
0.21
0.63
0.15
0.07
0.07
1.07
1.15
0.31
1.26
1.14
1.14
0.2
0.2
0.43
0.43
0.55
0.81
0.57
0.57
1.99
0.67
0.69
0.43
0.43
0.15
0.15
0.23
0.23
0.13
0.65
0.65
C
72
81
81
72
72
72
72
81
72
72
72
72
72
72
81
81
81
81
72
75
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
81
72
72
Istallation(year)
1975
1989
1994
1975
1975
1975
1970
1989
1975
1975
1970
1975
1970
1975
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
1970
1970
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
Label
P241
P242
P254
P255
P260
P263
P272
P273
P274
P275
P276
P283
P284
P285
P286
P287
P288
P289
P290
P291
P293
P294
P295
P296
P300
P301
P302
P304
P305
P306
P308
P312
P314
P318
P319
P320
P321
P322
P323
P324
L(m)
3
10
1,070
536
4
1,239
1,061
1,444
310
1,945
5
3
98
1,789
2,028
457
64
3
1,157
400
769
4
892
407
1,078
3
1,197
903
865
569
612
470
20
27
3
375
382
87
1,188
3
D(mm)
200
200
350
800
400
400
200
150
150
150
400
125
150
150
150
200
250
250
250
200
200
200
150
150
250
250
300
250
150
200
250
300
300
200
200
200
200
200
150
200
Material
"
"
"
"
"
"
"
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
St
CI
"
DCI
"
St
DCI
"
St
"
St
DCI
St
DCI
"
St
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
16.9
16.9
36.25
420.73
0
94.18
38.24
19.06
31.15
18.69
50.89
13.44
6.14
6.14
0
4.41
61.8
16.93
16.93
10.18
57.22
58.54
1.31
2.77
8.68
8.4
12.13
0.28
0.04
4.72
9.17
20.42
4.31
9.52
9.52
9.52
92.03
107.5
15.48
42.28
Pr.PipeHL(m)
0.02
0.05
1.48
0.82
0
4.22
24.74
30.26
16.16
39.32
0.01
0.1
0.31
5.72
0
0.16
0.99
0
1.62
0.65
30.43
0.17
0.13
0.3
0.44
0
0.46
0
0
0.28
0.28
0.48
0
0.04
0
0.54
36.45
11.01
21.07
0.07
Page9of12
HLGradient(m/km)
5.16
5.12
1.38
1.53
0
3.4
23.32
20.96
52.08
20.22
1.37
33.24
3.2
3.2
0
0.34
15.38
1.39
1.4
1.62
39.56
41.26
0.15
0.73
0.41
0.35
0.39
0
0
0.48
0.45
1.01
0.06
1.43
1.44
1.43
95.37
127.18
17.73
22.62
V(m/s)
0.54
0.54
0.38
0.84
0
0.75
1.22
1.08
1.76
1.06
0.4
1.1
0.35
0.35
0
0.14
1.26
0.34
0.34
0.32
1.82
1.86
0.07
0.16
0.18
0.17
0.17
0.01
0
0.15
0.19
0.29
0.06
0.3
0.3
0.3
2.93
3.42
0.88
1.35
C
72
72
72
90
81
81
72
81
81
81
72
72
72
72
72
81
81
81
81
81
81
81
81
72
81
81
72
81
72
72
81
72
72
81
81
81
81
81
72
81
Istallation(year)
1970
1970
1975
1989
1985
1985
1975
1989
1989
1989
1975
1975
1975
1975
1975
1989
1985
1989
1989
1989
2001
2001
2001
1970
1989
1989
1975
1989
1975
1975
1989
1975
1970
1989
1989
1989
1989
1989
1975
1985
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
Label
P325
P326
P327
P328
P329
P330
P331
P332
P334
P335
P336
P337
P338
P339
P340
P341
P342
P346
P347
P349
P350
P354
P356
P357
P361
P362
P363
P368
P369
P370
P371
P372
P373
P378
P379
P380
P382
P383
P384
P385
L(m)
3
1,094
704
608
3
33
3
853
434
3
63
303
3
31
3
765
10
167
529
235
204
3
4
22
4
493
604
520
515
428
979
59
390
887
305
561
3
471
3
839
D(mm)
150
150
150
300
300
500
500
500
500
500
500
800
300
300
300
300
300
300
200
300
200
900
400
200
900
500
500
150
300
300
150
150
150
250
250
125
350
150
300
200
Material
DCI
"
"
St
"
"
"
DCI
"
"
"
"
"
PVC
"
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
DCI
"
"
"
"
"
St
GI
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
9.05
9.05
4.67
22.89
44.13
44.13
113.74
113.74
96.62
96.62
157.87
157.87
67.02
67.02
24.73
24.73
153.32
11.68
2.08
5.44
2.72
551.54
0
11.87
324.18
157.93
166.53
1.06
34.64
19.86
0.95
0.95
10.76
13.72
18.91
1.64
4.81
4.81
17.99
17.99
Pr.PipeHL(m)
0.02
5.78
1.09
0.76
0.01
0.01
0
1.39
0.52
0
0.24
0.11
0.03
0.28
0
1.11
0.42
0.06
0.06
0.02
0.04
0.01
0
0.05
0
1.47
1.99
0.03
1.11
0.33
0.05
0
1.76
0.52
0.52
0.19
0
0.77
0
2.41
Page10of12
HLGradient(m/km)
5.26
5.28
1.55
1.25
4.22
0.35
1.64
1.63
1.2
1.24
3.71
0.38
9.13
9.15
1.49
1.44
42.36
0.36
0.11
0.09
0.17
2.13
0
2.15
0.63
2.99
3.3
0.06
2.17
0.77
0.05
0.05
4.5
0.59
1.72
0.34
0
1.64
0.4
2.87
V(m/s)
0.51
0.51
0.26
0.32
0.62
0.22
0.58
0.58
0.49
0.49
0.8
0.31
0.95
0.95
0.35
0.35
2.17
0.17
0.07
0.08
0.09
0.87
0
0.38
0.51
0.8
0.85
0.06
0.49
0.28
0.05
0.05
0.61
0.28
0.39
0.13
0.05
0.27
0.25
0.57
C
81
81
81
72
72
72
81
81
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
81
81
105
81
81
105
105
105
105
81
105
81
81
105
105
Istallation(year)
1989
1989
1989
1975
1975
1975
1989
1989
1989
1989
1970
1970
1975
1975
1975
1975
1975
1955
1955
1975
1975
1970
1975
1989
1985
1989
1985
2005
1999
1999
2005
2004
2004
2005
1999
2004
1999
1999
2004
2004
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
Label
P386
P387
P389
P390
P391
P392
P393
P394
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P414
P415
P416
P418
P419
P420
P421
P422
P423
P426
P427
P428
P433
P434
P435
P436
P437
P438
L(m)
3
638
771
982
829
479
587
896
230
280
285
470
408
1,230
345
19
390
973
918
910
3
6
475
175
38
772
351
182
918
785
789
469
319
4
1,363
1,192
3
3
3
1,057
D(mm)
300
150
200
150
150
200
200
200
150
200
200
150
200
150
200
200
200
200
350
300
350
300
300
300
300
150
150
200
200
200
250
200
200
150
200
200
600
600
400
400
Material
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
"
DCI
"
"
St
"
"
GI
DCI
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
16.81
16.81
36.26
9.86
9.89
2.98
27.02
22.84
7.76
20.83
8.42
12.4
6.37
13.44
13.09
42.28
27.62
27.62
35.18
10.47
0
44.46
11.69
141.63
0
5.28
7.89
31.31
15.09
7.2
0
8.74
19.21
13.72
63.93
28.05
59.7
59.7
21.41
21.41
Pr.PipeHL(m)
0
6.56
8.1
6.08
6.41
0.05
7.19
8.04
0.91
1.7
0.32
4.45
0.28
16.79
0.89
0.42
4.98
12.43
0.97
0.21
0
0.03
0.17
5.14
0
1.5
1.44
2.36
3.08
0.67
0
0.57
1.67
0.05
40.94
7.78
0
0
0
0.23
Page11of12
HLGradient(m/km)
0.35
10.28
10.51
6.19
7.73
0.1
12.26
8.98
3.97
6.09
1.14
9.46
0.68
13.66
2.58
22.58
12.77
12.77
1.05
0.24
0
4.29
0.36
29.4
0
1.95
4.09
12.95
3.35
0.85
0
1.22
5.24
11.39
30.03
6.53
0.2
0.2
0.2
0.22
V(m/s)
0.24
0.95
1.15
0.56
0.56
0.09
0.86
0.73
0.44
0.66
0.27
0.7
0.2
0.76
0.42
1.35
0.88
0.88
0.37
0.15
0
0.63
0.17
2
0
0.3
0.45
1
0.48
0.23
0
0.28
0.61
0.78
2.03
0.89
0.21
0.21
0.17
0.17
C
105
105
105
81
72
105
72
72
81
81
81
81
81
72
81
81
72
72
81
81
81
72
72
81
72
81
81
81
81
81
72
81
81
81
105
105
81
81
81
81
Istallation(year)
2005
2005
2005
1989
1975
2005
1975
1975
1989
1989
1989
1989
1989
1975
1989
1989
1955
1955
1989
1989
1989
1970
1975
1985
1975
1989
1989
1989
1989
1989
1975
1989
1989
1989
2005
2005
1999
1999
1999
1999
APPENDIXBSteadyStateAnalysisResultsatAverageDayDemand
APPENDIXB2LinksatAverageDayDemand
S.No.
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
Label
P439
P440
P441
P442
P443
P444
P446
P447
P448
P449
P450
P451
P452
P453
P454
P455
P456
P457
P458
P459
P460
P461
P462
P463
P465
P466
P467
P468
P469
P470
P471
P472
P475
P476
P477
P478
P344
P345
L(m)
3
204
3
3
49
2,808
3
158
14
3
425
3
4,764
928
180
3
107
3
3
1,425
3
927
3
677
1,756
1,273
870
1,004
3
3
34
0
4
3
43
66
554
208
D(mm)
300
300
400
600
600
900
400
400
400
400
400
900
900
250
250
250
250
250
350
350
400
400
200
200
250
200
400
400
200
200
600
600
150
150
150
100
350
200
Material
DI
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
GI
"
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Closed
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
36.41
36.41
326.19
326.19
150.61
648.26
186.7
0
186.7
186.7
186.7
461.56
461.56
44.36
35.17
35.17
44.54
44.54
0
0
0
0
37
37
12.81
16.9
147.34
115.89
83.9
83.9
175.58
212.56
0.02
0.02
12.52
0
16.89
5.21
Pr.PipeHL(m)
0.01
0.49
0.13
0.02
0.06
5.39
0.05
0
0.22
0.05
6.39
0
4.87
4.78
0.6
0.01
0.89
0.03
0
0
0
0
0.03
7.39
1.82
5.26
6.78
5.01
0.24
0.24
0.06
0
0
0
0.26
0
0.19
0.12
Page12of12
HLGradient(m/km)
2.38
2.38
42.22
5.85
1.13
1.92
15.03
0
15.02
15.03
15.02
1.04
1.02
5.15
3.35
3.32
8.39
8.38
0
0
0
0
10.86
10.91
1.04
4.14
7.79
4.99
80.32
80.37
1.86
0
0
0
5.96
0
0.34
0.58
V(m/s)
0.52
0.52
2.6
1.15
0.53
1.02
1.49
0
1.49
1.49
1.49
0.73
0.73
0.9
0.72
0.72
0.91
0.91
0
0
0
0
1.18
1.18
0.26
0.54
1.17
0.92
2.67
2.67
0.62
0.75
0
0
0.71
0
0.18
0.17
C
81
81
72
72
81
90
72
72
72
72
72
90
90
105
105
105
81
81
81
81
81
81
105
105
72
81
81
81
81
81
72
72
81
81
105
105
72
72
Istallation(year)
1999
1999
1975
1975
2002
1985
1975
1975
1975
1975
1975
1985
1985
2005
2005
2005
1989
1989
1989
1989
2002
2002
2004
2004
1975
1985
1989
1989
1989
1989
1975
1975
1984
1984
2005
2005
1975
1975
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25
J26
J27
J28
J29
J30
J31
J32
J33
J34
J35
J36
J37
J38
J39
J40
Elevation(m)
2,410
2,410
2,410
2,373
2,379
2,432
2,359
2,344
2,361
2,346
2,384
2,401
2,643
2,439
2,346
2,493
2,493
2,447
2,407
2,336
2,400
2,400
2,390
2,390
2,477
2,407
2,410
2,387
2,402
2,384
2,381
2,395
2,377
2,370
2,371
2,379
2,361
2,364
2,359
2,356
BaseFlow(l/s)
0
0
0
26.4
6.91
1.57
1.64
1.36
4.18
0
12.41
18.77
13.44
27.62
24.71
0
0
8.6
0
13.88
0
0
0
0
5.87
0
0
0
4.81
0
1.88
21.41
0.71
1.06
1.06
13.72
0
0.95
0
0.95
Pattern
Fixed
Fixed
Fixed
PZ14
PZ12
PZ14
PZ08
PZ11
PZ11
Fixed
PZ12
PZ14
PZ26
PZ15
PZ11
Fixed
Fixed
PZ18
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
PZ14
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Demand(Calculated)(l/s)
0
0
0
41.45
11.89
2.46
2.48
1.92
5.89
0
21.35
29.47
30.11
51.37
34.84
0
0
14.62
0
19.57
0
0
0
0
9.22
0
0
0
7.55
0
2.95
33.61
1
1.49
1.49
19.35
0
1.34
0
1.34
Page1of8
CalculatedHG(m)
2,431.17
2,431.01
2,430.44
2,437.03
2,424.48
2,467.10
2,411.83
2,386.75
2,432.19
2,385.63
2,425.83
2,422.78
2,552.60
2,412.18
2,453.69
2,664.35
2,502.59
2,506.34
2,483.20
2,385.22
2,426.68
2,426.34
2,417.48
2,413.31
2,491.68
2,413.04
2,430.44
2,421.13
2,419.35
2,417.45
2,417.45
2,416.91
2,416.50
2,416.44
2,414.34
2,413.36
2,413.69
2,413.60
2,412.67
2,412.66
Pr.(mH2O)
21.13
20.965
20.399
64.096
45.39
35.426
53.026
42.667
71.548
40.046
41.941
21.44
89.714
27.168
107.178
171.007
9.575
58.82
76.046
48.924
26.626
26.29
27.925
23.763
14.648
6.529
20.396
34.256
17.511
33.38
36.372
21.866
39.416
46.541
43.256
34.791
52.588
50
54.057
56.547
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
J41
J42
J43
J44
J45
J46
J47
J48
J49
J50
J51
J52
J53
J54
J55
J56
J57
J58
J59
J60
J61
J62
J63
J64
J65
J66
J67
J68
J69
J70
J71
J72
J73
J74
J75
J76
J77
J78
J79
J80
Elevation(m)
2,367
2,363
2,362
2,361
2,358
2,385
2,375
2,375
2,365
2,391
2,393
2,408
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,406
2,377
2,384
2,377
2,379
2,377
2,370
2,367
2,364
2,351
2,378
2,357
2,351
2,351
2,351
2,352
2,352
BaseFlow(l/s)
10.76
0
1.43
0
4.13
12.19
3.77
7.8
6.42
13.01
16.81
1.99
3.98
0
0
0
0
0
0
0
0
0
0
0
5.87
13.87
0
10.4
0
8.42
14.42
14.42
5.76
12.62
25.61
0
25.97
0
4
22.62
Pattern
PZ11
Fixed
PZ11
Fixed
PZ08
PZ14
PZ11
PZ11
PZ11
PZ14
Composite
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZ14
PZ11
Fixed
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
PZ11
PZ10
Fixed
PZ10
Fixed
Fixed
PZ08
Demand(Calculated)(l/s)
15.17
0
2.02
0
6.24
19.14
5.32
11
9.05
20.43
26.39
3.12
6.25
0
0
0
0
0
0
0
0
0
0
0
9.22
19.56
0
14.66
0
11.87
20.33
20.33
8.12
17.79
44.05
0
44.67
0
4
34.16
Page2of8
CalculatedHG(m)
2,409.35
2,412.47
2,412.46
2,412.24
2,412.17
2,414.97
2,410.41
2,409.42
2,408.38
2,414.12
2,389.67
2,412.75
2,412.93
2,412.91
2,412.90
2,483.20
2,412.90
2,483.20
2,412.52
2,412.48
2,493.62
2,412.47
2,493.59
2,412.81
2,434.12
2,410.22
2,434.71
2,407.03
2,434.62
2,363.40
2,360.05
2,358.04
2,357.56
2,398.80
2,393.41
2,422.38
2,419.82
2,423.85
2,407.86
2,405.52
Pr.(mH2O)
42.463
49.865
50.755
51.233
54.265
30.407
35.543
34.845
43.489
23.068
3.323
4.74
5.923
5.894
5.893
76.049
5.893
76.049
5.505
5.468
86.442
5.458
86.412
6.792
57.008
26.168
57.795
28.47
57.701
6.084
7.239
6.342
6.751
21.255
36.341
71.233
68.976
72.7
55.748
53.712
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
J81
J82
J83
J84
J85
J86
J87
J88
J89
J90
J91
J92
J93
J94
J95
J96
J97
J98
J99
J100
J101
J102
J103
J104
J105
J106
J107
J108
J109
J110
J111
J112
J113
J114
J115
J116
J117
J118
J119
J120
Elevation(m)
2,346
2,350
2,351
2,329
2,325
2,327
2,317
2,317
2,324
2,333
2,315
2,334
2,335
2,323
2,325
2,306
2,370
2,370
2,360
2,363
2,363
2,352
2,361
2,350
2,340
2,350
2,331
2,340
2,340
2,339
2,339
2,328
2,331
2,334
2,316
2,323
2,389
2,376
2,378
2,365
BaseFlow(l/s)
10.38
0
33.19
4.33
0
0
0
45
19.37
3.36
8.74
5.76
12.32
14.48
7.7
43.82
0
10.49
4.47
5.27
0
5.92
7.49
17.1
11.87
0
13.94
0
9.92
0
0
11.31
9.19
16.64
26
54.55
2.62
0
9.29
5.1
Pattern
PZ10
Fixed
PZ11
PZ11
PZ10
Fixed
Fixed
PZaverage
PZaverage
PZ10
PZ10
PZ10
PZ08
PZ08
PZaverage
PZaverage
Fixed
PZ11
PZ11
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Fixed
Fixed
PZ11
PZaverage
PZaverage
PZaverage
PZ26
PZ14
Fixed
Composite
PZ12
Demand(Calculated)(l/s)
17.85
0
46.8
6.11
0
0
0
77.4
33.32
5.78
15.03
9.91
18.6
21.86
13.24
75.37
0
14.79
6.3
7.43
0
8.35
10.56
24.11
16.74
0
19.66
0
13.99
0
0
15.95
15.81
28.62
44.72
122.19
4.11
0
14.59
8.77
Page3of8
CalculatedHG(m)
2,402.83
2,429.49
2,408.39
2,427.72
2,278.89
2,278.89
2,251.16
2,173.72
2,213.86
2,379.61
2,373.09
2,369.53
2,365.77
2,366.83
2,276.55
2,188.62
2,397.61
2,397.58
2,396.24
2,396.76
2,396.76
2,391.73
2,390.49
2,388.66
2,380.70
2,386.71
2,376.47
2,374.54
2,374.33
2,374.45
2,374.45
2,373.33
2,385.44
2,340.45
2,311.13
2,309.27
2,462.69
2,454.62
2,454.43
2,425.88
Pr.(mH2O)
57.017
79.826
57.371
98.917
46.014
47.511
65.707
142.994
110.116
46.116
57.973
35.063
31.211
43.739
48.347
117.142
27.55
27.525
35.967
33.693
33.695
39.652
29.133
38.285
40.316
36.635
45.378
34.465
33.962
34.979
34.979
45.637
54.43
6.935
4.858
13.703
73.147
78.466
76.775
61.254
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
J121
J122
J123
J124
J125
J126
J127
J128
J129
J130
J131
J132
J133
J134
J135
J136
J137
J138
J139
J140
J141
J142
J143
J144
J145
J146
J147
J148
J149
J150
J151
J152
J153
J154
J155
J156
J157
J158
J159
J160
Elevation(m)
2,377
2,419
2,419
2,421
2,377
2,377
2,376
2,376
2,371
2,366
2,393
2,412
2,427
2,350
2,350
2,363
2,345
2,364
2,402
2,361
2,354
2,434
2,432
2,454
2,429
2,406
2,405
2,406
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,460
2,488
BaseFlow(l/s)
7.47
0
70.22
30.04
0
6.38
0
4.17
4.17
12.24
6.47
9.51
0
0
0
0
10.55
0
9.54
9.54
2.35
0
0
9.89
0
0
1.39
12.41
0
0
0
0
0
0
0
0
0
0
8.11
0
Pattern
PZ12
Fixed
PZ14
PZ14
Fixed
PZ14
Fixed
PZ12
PZ12
PZ12
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
PZ11
Fixed
PZ12
PZ12
PZ11
Fixed
Fixed
PZ18
Fixed
Fixed
PZ14
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
Demand(Calculated)(l/s)
12.85
0
110.25
47.16
0
10.02
0
7.17
7.17
21.05
10.16
14.93
0
0
0
0
14.88
0
16.41
16.41
3.31
0
0
16.81
0
0
2.18
21.35
0
0
0
0
0
0
0
0
0
0
13.79
0
Page4of8
CalculatedHG(m)
2,424.47
2,435.52
2,434.05
2,430.60
2,424.52
2,424.51
2,432.21
2,432.23
2,433.80
2,417.83
2,424.03
2,429.26
2,470.68
2,386.70
2,436.49
2,428.69
2,424.21
2,428.69
2,418.40
2,413.18
2,412.95
2,470.75
2,470.74
2,471.84
2,470.06
2,462.80
2,462.50
2,458.76
2,473.19
2,473.19
2,532.75
2,532.70
2,473.18
2,473.18
2,473.18
2,508.30
2,508.42
2,508.45
2,504.99
2,502.59
Pr.(mH2O)
47.574
16.981
15.217
9.785
47.42
47.412
56.098
56.122
63.177
51.528
31.463
17.422
43.594
36.631
86.315
65.555
79.552
64.857
16.866
51.675
59.329
37.171
38.666
17.801
40.979
57.18
57.38
52.649
4.185
4.178
63.623
63.572
4.172
4.171
4.171
39.225
39.343
39.375
44.695
14.365
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
J161
J162
J163
J164
J165
J166
J167
J168
J169
J170
J171
J172
J173
J174
J175
J176
J177
J178
J179
J180
J181
J182
J183
J184
J185
J186
J187
J188
J189
J190
J191
J192
J193
J194
J195
J196
J197
J198
J199
J200
Elevation(m)
2,492
2,492
2,492
2,493
2,340
2,340
2,340
2,340
2,340
2,345
2,364
2,404
2,351
2,349
2,348
2,355
2,349
2,349
2,355
2,355
2,351
2,349
2,351
2,324
2,327
2,469
2,469
2,469
2,469
2,469
2,469
2,458
2,474
2,470
2,498
2,511
2,474
2,492
2,471
2,459
BaseFlow(l/s)
0
0
0
0
0
0
0
8.87
0
1.49
1.36
31.18
41.53
0
0
0
0
0
0
0
0
44.46
4.86
4.93
20.96
0
0
0
0
0
0
4.5
0
3.85
2.12
4.94
0
3.35
14.12
0
Pattern
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
Fixed
PZ11
PZ11
PZ12
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZaverage
PZaverage
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
PZ18
PZ22
PZ22
Fixed
PZ22
PZ18
Fixed
Demand(Calculated)(l/s)
0
0
0
0
0
0
0
15.26
0
2.1
1.92
53.63
71.43
0
0
0
0
0
0
0
0
76.47
8.36
8.48
36.05
0
0
0
0
0
0
7.65
0
6.55
3.75
8.74
0
5.93
24
0
Page5of8
CalculatedHG(m)
2,497.86
2,497.19
2,497.19
2,664.32
2,385.16
2,384.79
2,384.79
2,384.80
2,384.69
2,384.78
2,428.70
2,455.52
2,383.37
2,379.15
2,379.63
2,357.28
2,350.42
2,350.35
2,357.47
2,357.47
2,383.41
2,350.24
2,357.07
2,350.30
2,334.38
2,473.15
2,473.15
2,473.15
2,543.84
2,543.85
2,543.86
2,505.06
2,514.11
2,513.12
2,516.12
2,520.84
2,515.60
2,518.51
2,515.55
2,513.50
Pr.(mH2O)
5.45
5.177
5.177
170.975
44.867
44.9
44.897
44.912
44.798
40
64.87
51.416
32.303
30.09
31.571
2.776
1.416
1.344
2.462
2.462
32.34
1.24
6.058
26.247
7.362
4.141
4.143
4.145
74.694
74.704
74.714
46.568
40.325
43.035
18.58
9.822
42.013
26.658
44.456
54.391
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
J201
J202
J203
J204
J205
J206
J207
J208
J209
J210
J211
J212
J213
J214
J215
J216
J217
J218
J219
J220
J221
J222
J223
J224
J225
J226
J227
J228
J229
J230
J231
J232
J233
J234
J235
J236
J237
J238
J239
J240
Elevation(m)
2,462
2,458
2,470
2,457
2,457
2,479
2,492
2,517
2,517
2,517
2,517
2,548
2,517
2,517
2,517
2,517
2,565
2,490
2,521
2,432
2,561
2,561
2,572
2,572
2,572
2,536
2,555
2,487
2,597
2,596
2,631
2,631
2,600
2,612
2,494
2,347
2,352
2,352
2,379
2,423
BaseFlow(l/s)
11.2
1.38
0
8.12
0
3.33
0
0
0
0
0
19.8
0
0
0
0
19.18
5.28
4.57
18.69
0
0
0
0
0
13.34
0
0
4.41
4.33
0
0
6.75
10.18
0
1.64
0
0
4.08
13.99
Pattern
PZ18
PZ18
Fixed
PZ18
Fixed
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
Fixed
Fixed
PZ22
PZ18
PZ22
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
PZ24
PZ24
Fixed
Fixed
PZ24
PZ23
Fixed
PZaverage
Fixed
Fixed
PZ13
PZ11
Demand(Calculated)(l/s)
19.04
2.35
0
13.8
0
5.66
0
0
0
0
0
35.05
0
0
0
0
33.95
8.98
8.09
31.77
0
0
0
0
0
23.61
0
0
7.85
7.71
0
0
12.01
18.12
0
2.82
0
0
6.08
19.73
Page6of8
CalculatedHG(m)
2,511.45
2,511.52
2,511.09
2,507.87
2,511.66
2,509.40
2,517.57
2,522.21
2,522.19
2,583.89
2,583.89
2,556.77
2,521.94
2,521.91
2,589.61
2,589.76
2,553.87
2,487.73
2,495.68
2,390.62
2,580.10
2,579.84
2,578.63
2,578.63
2,627.39
2,562.52
2,578.94
2,562.52
2,630.55
2,631.01
2,637.54
2,637.53
2,632.82
2,630.94
2,445.47
2,379.09
2,415.86
2,416.06
2,415.51
2,462.01
Pr.(mH2O)
49.354
53.414
41.006
50.767
54.547
30.835
25.32
5.195
5.183
66.758
66.758
8.754
4.935
4.898
72.465
72.616
11.11
2.666
25.27
41.196
19.066
18.801
6.621
6.621
55.28
26.064
23.89
75.365
33.983
34.937
6.527
6.515
32.756
18.902
48.831
32.024
63.727
63.928
36.832
38.635
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
J241
J242
J243
J244
J245
J246
J247
J248
J249
J250
J251
J252
J253
J254
J255
J256
J257
J258
J259
J260
J261
J262
J263
J264
J265
J266
J267
J268
J269
J270
J271
J272
J273
J274
J275
J276
J277
J278
J279
J280
Elevation(m)
2,410
2,355
2,358
2,385
2,385
2,424
2,419
2,427
2,427
2,442
2,410
2,391
2,390
2,410
2,423
2,423
2,418
2,431
2,409
2,430
2,435
2,433
2,433
2,390
2,433
2,493
2,481
2,477
2,465
2,473
2,439
2,464
2,450
2,432
2,407
2,407
2,637
2,553
2,520
2,490
BaseFlow(l/s)
0
10.47
8.68
0
3.7
6.26
13.65
6.26
0
6.58
0
0
0
10.81
0
0
0
0
9.05
0
4.67
0
0
10.81
0
0
11.69
0
5.21
2.08
2.08
2.08
2.72
2.72
0
0
3.88
16.22
2.61
7.89
Pattern
Fixed
PZ11
PZ11
Fixed
PZ13
PZ13
PZ13
PZ13
Fixed
PZ15
Fixed
Fixed
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
Fixed
Fixed
PZ11
Fixed
Fixed
PZ20
Fixed
PZ20
PZ15
PZ15
PZ15
PZ15
PZ15
Fixed
Fixed
PZaverage
PZ22
PZ22
PZ22
Demand(Calculated)(l/s)
0
14.76
12.24
0
5.51
9.33
20.34
9.33
0
12.24
0
0
0
15.24
0
0
0
0
14.21
0
7.33
0
0
15.24
0
0
19.52
0
8.7
3.87
3.87
3.87
5.06
5.06
0
0
6.67
28.71
4.62
13.97
Page7of8
CalculatedHG(m)
2,466.05
2,453.29
2,459.85
2,460.68
2,460.68
2,461.64
2,460.68
2,461.22
2,461.22
2,461.19
2,466.12
2,466.78
2,466.78
2,464.38
2,464.71
2,464.57
2,432.73
2,468.55
2,457.29
2,470.64
2,468.12
2,469.29
2,469.36
2,466.93
2,469.83
2,496.85
2,502.24
2,496.64
2,496.33
2,496.45
2,496.28
2,496.37
2,496.31
2,496.19
2,412.67
2,493.62
2,639.83
2,573.32
2,491.74
2,564.45
Pr.(mH2O)
55.534
98.389
101.445
75.524
75.527
37.568
41.593
34.351
33.75
19.651
56.003
76.13
76.627
53.972
41.63
41.482
14.903
37.471
48.188
40.756
33.054
36.22
36.287
76.77
36.359
3.844
21.196
19.405
31.268
23.108
56.863
32.604
46.411
64.063
5.661
86.442
2.822
20.275
28.199
74.296
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC1NodesatPeakHour
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
Label
J281
J282
J283
J284
J285
J286
J287
J288
J289
J290
J291
J292
J293
J294
Elevation(m)
2,485
2,443
2,628
2,393
2,424
2,386
2,390
2,330
2,385
2,318
2,380
2,378
2,489
2,485
BaseFlow(l/s)
12.81
25.66
10.47
5.13
35.88
0
0
9.19
5.87
31.45
37
0
12.52
0
Pattern
PZ20
PZ20
PZ23
PZ14
PZ14
Fixed
Fixed
PZ11
PZ14
PZaverage
Inflow(wellsource)
Fixed
Fixed
Fixed
Demand(Calculated)(l/s)
21.39
42.85
18.64
8.05
56.33
0
0
12.96
9.22
54.09
28.86
0
12.52
0
Page8of8
CalculatedHG(m)
2,517.57
2,445.47
2,632.67
2,413.23
2,492.96
2,477.12
2,476.92
2,377.63
2,418.84
2,292.58
2,434.62
2,434.48
2,490.96
2,491.64
Pr.(mH2O)
32.506
2.964
4.662
20.688
68.819
90.934
87.247
47.534
33.772
24.865
54.507
56.866
1.952
6.628
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P29
P30
P31
P32
P33
P34
P35
P36
P37
P38
P39
P40
L(m)
3
6360
3
30
3
20
3
20
4
528
3
1964
3
40
726
20
3
20
187
4839
49
3
3
846
1470
631
3
1651
3
4
6
57
3
3
3
3
3
3
3
3
D(mm)
250
1400
300
1000
600
1200
250
1200
600
1400
250
1200
300
1000
500
1200
800
1200
800
1200
200
250
200
250
200
500
600
500
250
300
400
500
250
300
600
300
300
250
300
800
Material
St
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
DCI
St
DCI
St
DCI
"
"
"
"
"
St
DCI
St
"
"
DCI
St
"
"
"
"
"
"
DCI
ControlStatus
Open
Open
Open
Open
Open
TemporarilyClosed
Open
TemporarilyClosed
Open
Open
Open
Open
Open
Open
Open
TemporarilyClosed
Open
TemporarilyClosed
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page1of12
C
81
90
81
90
81
90
81
90
81
90
81
90
81
90
81
90
90
90
72
90
105
81
105
81
105
81
81
81
81
81
81
81
81
81
81
81
81
81
81
72
Istallation(year)
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1989
1985
1989
1985
1970
1985
2005
1989
2005
1989
2005
1989
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
p55(2)
P56
P57
P58
P59
P60
P61
P62
P63
P64
P65
P66
P67
P68
P69
P70
P71
P72
P73
P74
P75
P76
P77
P78
P79
P80
L(m)
3
1376
3
4
1649
4
664
213
4
624
720
686
1078
3
5
5
50
35
16
22
4
3
3
4
3
3
4
25
3
4
3
3
4
3
3
4
141
2132
1039
987
D(mm)
150
350
350
250
900
300
350
150
150
150
150
900
900
900
700
700
150
900
1000
1000
1000
600
500
1000
600
500
900
500
300
500
300
300
500
300
300
400
150
400
900
200
Material
"
"
"
St
St
"
DCI
"
"
"
"
St
"
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
"
"
"
"
"
"
"
DCI
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
15.14
30.07
0
20.46
454.71
20.46
0
11
9.66
9.05
11.78
410.21
363.39
363.39
0
0
7.93
592.98
698.42
692.18
346.14
346.14
346.14
0
0
0
0
259.37
0
259.37
129.65
129.65
129.72
129.72
129.72
129.65
19.56
259.36
908.13
60.66
Page2of12
C
81
72
72
72
72
72
72
105
81
105
72
72
72
72
72
72
81
72
90
90
90
81
81
90
81
81
90
72
72
72
72
72
72
72
72
72
105
72
72
81
Istallation(year)
1989
1975
1975
1975
1970
1975
1975
2004
1989
2004
1975
1970
1970
1970
1970
1970
1984
1970
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
2005
1975
1970
1993
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
P81
P82
P83
P84
P85
P86
P87
P88
P89
P90
P91
P92
P93
P94
P95
P96
P97
P98
P99
P100
P101
P102
P103
P104
P105
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P118
P119
P120
L(m)
184
298
730
3
1784
852
471
3
37
3
61
438
44
3
3
771
1622
3
748
247
732
3
3
483
113
508
3
493
316
780
522
303
282
92
770
3
1332
275
3
399
D(mm)
200
200
200
200
900
150
150
150
150
150
150
150
200
200
200
200
600
400
400
400
400
400
200
250
125
150
200
200
200
150
200
150
200
150
400
200
200
900
250
150
Material
"
"
"
"
St
DCI
"
PVC
PVC
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
"
"
"
"
St
DCI
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
48.79
28.45
8.12
60.66
832.81
9.97
34.08
78.74
44.67
78.74
34.16
17.85
134.75
134.75
46.8
46.8
258.85
77.29
77.29
0
0
0
110.72
110.72
77.4
33.32
71.19
71.19
71.19
15.03
50.38
18.6
21.86
21.86
88.61
75.37
75.37
805.04
38.75
6.3
Page3of12
C
105
105
105
81
72
81
81
99
99
81
105
105
105
105
81
81
81
81
81
81
81
81
72
72
81
72
81
81
81
105
105
105
105
105
81
81
81
72
72
72
Istallation(year)
2005
2005
2005
1993
1970
2002
2002
2002
2002
2002
2004
2004
2004
2004
1989
1989
2002
2002
2002
2002
2002
2002
1975
1975
1995
1975
1991
1991
1991
2005
2007
2007
2007
2007
2002
2002
2002
1970
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
P121
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
L(m)
3
180
3
988
717
213
2092
3
1937
559
3
778
114
3
34
10
3
485
456
1264
3
767
3
173
3
3
226
100
3
825
1471
3
58
511
3
1155
4
83
3
3
D(mm)
200
200
250
200
200
900
900
200
200
900
250
250
200
200
200
200
200
200
900
450
450
450
350
350
450
200
200
200
150
150
400
300
350
350
300
150
150
200
200
250
Material
DCI
"
"
"
"
St
"
DCI
"
St
DCI
"
DCI
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
17.66
17.66
8.68
18.91
10.56
766.29
757.61
16.74
16.74
716.76
62.55
29.93
13.99
15.95
15.95
0
15.95
15.95
633.76
405.46
420.34
420.34
122.19
122.19
253.43
69.72
69.72
14.59
4.91
4.91
208.77
13.25
195.52
85.27
8.04
8.04
4.81
6.57
6.57
21.05
Page4of12
C
81
81
81
81
81
72
72
81
81
72
81
105
105
105
105
105
105
105
72
72
72
72
81
81
81
105
105
105
81
81
72
72
81
72
72
72
72
105
105
81
Istallation(year)
1998
1998
1998
1998
1998
1970
1970
1989
1989
1970
1989
2005
2005
2005
2005
2005
2005
2005
1970
1975
1975
1975
1989
1989
1989
2005
2005
2005
1989
1989
1975
1975
1995
1975
1975
1975
1975
2005
2005
1989
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
P197
P198
P199
P200
L(m)
633
503
4
3
338
3
3
898
377
763
919
3
56
3
3
452
3
3
3
3038
6
1504
6
463
4
44
417
3
50
747
3
4
715
529
717
569
6
3
6
251
D(mm)
150
150
200
200
150
200
200
200
200
200
200
350
350
350
350
800
300
300
250
300
200
200
600
600
400
400
400
400
400
300
150
200
150
400
500
300
200
200
300
300
Material
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
"
"
St
"
"
"
"
"
DCI
"
"
"
"
St
DCI
"
St
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
21.05
3.23
20.46
14.56
14.88
0.31
13.27
13.27
36.13
19.72
3.31
31.68
31.68
16.05
16.05
538.8
69.72
0
0
69.72
43.5
43.5
109.94
109.94
38.51
24.23
39.48
39.48
62.73
6.58
10.6
13.58
26.1
129.33
71.43
69.32
60.04
60.04
129.36
121
Page5of12
C
81
72
72
72
81
72
81
81
72
72
72
72
72
72
72
90
81
81
100
81
72
72
72
72
72
72
72
72
72
72
72
72
81
81
72
72
72
72
72
72
Istallation(year)
1989
1975
1975
1975
1989
1975
2001
2001
1975
1975
1975
1975
1975
1975
1975
1989
1985
1985
1985
1985
1970
1970
1970
1975
1970
1970
1970
1970
1970
1955
1970
1975
1989
1994
1975
1975
1975
1975
1975
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
P236
P237
P238
P239
P240
L(m)
3
695
6
33
903
44
3
151
3
595
3
761
1691
3
1745
3
6
610
3
6
801
3
545
430
192
1135
3
27
598
430
3
3
3
1280
3
536
436
6
10
224
D(mm)
300
300
300
300
500
500
300
200
300
300
200
200
400
250
250
500
250
250
250
200
200
150
150
150
400
150
150
200
400
400
250
250
250
250
200
200
200
150
150
150
Material
DCI
St
"
DCI
"
"
"
"
"
"
St
"
DCI
St
DCI
"
"
"
"
"
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
112.52
129.36
129.36
0
71.43
71.43
76.47
8.36
8.48
8.48
36.05
36.05
129.79
27.42
54.91
55.51
55.51
53.74
53.74
7.77
7.77
8.2
8.2
11.95
128.28
9.43
9.43
61.51
101.66
107.59
40.15
40.15
16.15
16.15
16.15
16.15
2.89
19.46
19.46
13.8
Page6of12
C
72
72
72
81
72
72
72
72
72
72
72
72
81
81
81
81
81
72
75
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
81
72
72
72
Istallation(year)
1970
1975
1975
1989
1975
1975
1970
1975
1970
1975
1970
1970
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
1970
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
P255
P256
P257
P258
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
L(m)
3
10
614
3
3
3
3
4
3
3
3
3
3
1070
536
25
4
3
3
4
3
3
1239
290
10
4
3
3
4
3
3
1061
1444
310
1945
5
10
20
4
3
D(mm)
200
200
150
350
250
250
200
600
350
250
250
200
200
350
800
400
400
350
300
400
350
300
400
150
200
200
150
125
150
150
125
200
150
150
150
400
200
150
150
150
Material
DCI
"
St
"
"
"
"
"
"
"
"
"
"
DCI
"
St
"
"
"
DCI
St
"
DCI
GI
St
"
"
"
"
"
"
DCI
"
"
"
"
St
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
24.7
24.7
5.66
27.42
27.42
0
27.49
295.26
27.42
27.42
27.49
27.42
0
47.73
555.61
88.62
88.62
88.62
88.62
0
0
0
88.62
35.05
46.64
23.36
23.36
23.36
23.28
23.28
23.28
46.64
12.69
53.46
31.77
96.39
40.95
30.11
0
0
Page7of12
C
72
72
72
81
81
81
81
81
81
81
81
81
81
72
90
81
81
81
81
81
81
81
81
72
72
72
72
72
72
72
72
72
81
81
81
72
72
72
72
72
Istallation(year)
1970
1970
1955
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1989
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
1975
1975
1975
1975
1975
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
Label
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
P293
P294
P295
P296
P297
P298
P299
P300
P301
P302
P303
P304
P305
P306
P307
P308
P309
P310
P311
P312
P313
P314
P315
P316
P317
P318
P319
P320
L(m)
6
3
3
98
1789
2028
457
64
3
1157
400
720
769
4
892
407
1193
364
3
1078
3
1197
155
903
865
569
4
612
455
288
53
470
406
20
198
503
3
27
3
375
D(mm)
125
150
125
150
150
150
200
250
250
250
200
150
200
200
150
150
200
400
400
250
250
300
400
250
150
200
400
250
400
400
150
300
150
300
150
150
150
200
200
200
Material
"
"
DCI
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
PVC
St
"
DCI
"
"
St
DCI
"
"
St
DCI
St
"
"
DCI
St
DCI
St
"
"
DCI
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
0
30.11
30.11
10.85
10.85
0
7.85
107.18
30.14
30.14
18.12
2.82
62.87
65.09
2.22
3.86
68.94
157.65
157.65
12.24
12.4
18.05
68.98
0.16
0.14
6.81
25.46
13.23
41.6
12.24
4.28
25.87
4.28
5.89
12.62
2.62
2.62
19.67
19.67
19.67
Page8of12
C
72
72
72
72
72
72
81
81
81
81
81
72
81
81
81
72
99
72
72
81
81
72
72
81
72
72
72
81
72
72
81
72
72
72
72
72
72
81
81
81
Istallation(year)
1975
1975
1975
1975
1975
1975
1989
1985
1989
1989
1989
1970
2001
2001
2001
1970
2001
1959
1959
1989
1989
1975
1959
1989
1975
1975
1975
1989
1975
1975
1989
1975
1970
1970
1970
1970
1970
1989
1989
1989
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
Label
P321
P322
P323
P324
P325
P326
P327
P328
P329
P330
P331
P332
P333
P334
P335
P336
P337
P338
P339
P340
P341
P342
P343
P344
P345
P346
P347
P348
P349
P350
P351
P352
P353
P354
P355
P356
P357
P358
P359
P360
L(m)
382
87
1188
3
3
1094
704
608
3
33
3
853
19
434
3
63
303
3
31
3
765
10
3
554
208
167
529
358
235
204
35
6
40
3
3
4
22
3
589
212
D(mm)
200
200
150
200
150
150
150
300
300
500
500
500
150
500
500
500
800
300
300
300
300
300
300
350
200
300
200
350
300
200
900
500
1000
900
300
400
200
300
900
900
Material
"
"
"
"
"
"
"
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
St
CI
"
DCI
"
St
DCI
"
St
"
St
DCI
St
DCI
"
St
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page9of12
C
81
81
72
81
81
81
81
72
72
72
81
81
81
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
72
72
Istallation(year)
1989
1989
1975
1985
1989
1989
1989
1975
1975
1975
1989
1989
1989
1989
1989
1970
1970
1975
1975
1975
1975
1975
1975
1975
1975
1955
1955
1955
1975
1975
1970
1975
1970
1970
1975
1975
1989
1985
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
Label
P361
P362
P363
P364
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
P392
P393
P394
P395
P396
P397
P398
P399
P400
L(m)
4
493
604
6890
10
1964
2433
520
515
428
979
59
390
217
48
366
183
887
305
561
1759
3
471
3
839
3
638
88
771
982
829
479
587
896
139
661
230
280
285
470
D(mm)
900
500
500
900
700
900
900
150
300
300
150
150
150
200
150
200
200
250
250
125
900
350
150
300
200
300
150
150
200
150
150
200
200
200
150
100
150
200
200
150
Material
DCI
"
"
St
"
"
"
DCI
"
"
"
"
"
PVC
"
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
DCI
"
"
"
"
"
St
GI
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Q(l/s)
346.14
150.85
165.47
383.59
134.22
517.82
550.75
1.49
49.42
28.58
1.34
1.34
15.17
10.73
2.02
8.71
6.24
19.35
27.24
2.48
543.19
7.55
7.55
25.37
25.37
26.39
26.39
2.89
55.13
13.68
13.25
1.37
20.46
14.56
8.68
10.6
8.68
42.6
21.26
15.14
Page10of12
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
Label
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
P431
P432
P433
P434
P435
P436
P437
P438
P439
P440
L(m)
408
1230
345
19
390
973
918
910
3
6
3
4
3
475
175
38
23
772
351
182
918
785
789
1643
1268
469
319
4
3
3
2741
665
1363
1192
3
3
3
1057
3
204
D(mm)
200
150
200
200
200
200
350
300
350
300
250
300
250
300
300
300
350
150
150
200
200
200
250
150
150
200
200
150
500
500
1200
150
200
200
600
600
400
400
300
300
Material
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
"
DCI
"
"
St
"
"
GI
DCI
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page11of12
C
81
72
81
81
72
72
81
81
81
72
81
81
72
72
81
72
81
81
81
81
81
81
72
72
72
81
81
81
81
81
90
81
105
105
81
81
81
81
81
81
Istallation(year)
1989
1975
1989
1989
1955
1955
1989
1989
1989
1970
1985
1985
1975
1975
1985
1975
1985
1989
1989
1989
1989
1989
1975
1955
1955
1989
1989
1989
1985
1985
1985
1984
2005
2005
1999
1999
1999
1999
1999
1999
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC2LinksatPeakHour
S.No.
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
Label
P441
P442
P443
P444
P445
P446
P447
P448
P449
P450
P451
P452
P453
P454
P455
P456
P457
P458
P459
P460
P461
P462
P463
P464
P465
P466
P467
P468
P469
P470
P471
P472
P473
P474
P475
P476
P477
P478
L(m)
3
3
49
2808
21
3
158
14
3
425
3
4764
928
180
3
107
3
3
1425
3
927
3
677
747
1756
1273
870
1004
3
3
34
0
672
66
4
3
43
66
D(mm)
400
600
600
900
100
400
400
400
400
400
900
900
250
250
250
250
250
350
350
400
400
200
200
150
250
200
400
400
200
200
600
600
150
150
150
150
150
100
Material
DI
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
GI
"
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Closed
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
TemporarilyClosed
Open
Open
Open
Open
Open
Open
Q(l/s)
259.37
259.37
258.85
692.18
6.67
282.6
0
282.6
282.6
282.6
409.58
409.58
62.55
49.59
49.59
59.44
59.44
0
0
0
0
56.01
56.01
10.95
21.39
24.7
253.43
199.33
65
65
0.52
0
20.16
9.22
29.38
29.38
12.52
0
Page12of12
C
72
72
81
90
81
72
72
72
72
72
90
90
105
105
105
81
81
81
81
81
81
105
105
81
72
81
81
81
81
81
72
72
81
81
81
81
105
105
Istallation(year)
1975
1975
2002
1985
1989
1975
1975
1975
1975
1975
1985
1985
2005
2005
2005
1989
1989
1989
1989
2002
2002
2004
2004
1984
1975
1985
1989
1989
1989
1989
1975
1975
1984
1984
1984
1984
2005
2005
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25
J26
J27
J28
J29
J30
J31
J32
J33
J34
J35
J36
J37
J38
J39
J40
Elevation(m)
2,410
2,410
2,410
2,373
2,379
2,432
2,359
2,344
2,361
2,346
2,384
2,401
2,643
2,439
2,346
2,493
2,493
2,447
2,407
2,336
2,400
2,400
2,390
2,390
2,477
2,407
2,410
2,387
2,402
2,384
2,381
2,395
2,377
2,370
2,371
2,379
2,361
2,364
2,359
2,356
BaseFlow(l/s)
0
0
0
26.4
6.91
1.57
1.64
1.36
4.18
0
12.41
18.77
13.44
27.62
24.71
0
0
8.6
0
13.88
0
0
0
0
5.87
0
0
0
4.81
0
1.88
21.41
0.71
1.06
1.06
13.72
0
0.95
0
0.95
Pattern
Fixed
Fixed
Fixed
PZ14
PZ12
PZ14
PZ08
PZ11
PZ11
Fixed
PZ12
PZ14
PZ26
PZ15
PZ11
Fixed
Fixed
PZ18
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
PZ14
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Page1of8
Demand(Calculated)(l/s)
0
0
0
10.56
2.76
0.63
0.66
0.54
1.67
0
4.96
7.51
5.38
11.05
9.88
0
0
3.44
0
5.55
0
0
0
0
2.35
0
0
0
1.92
0
0.75
8.56
0.28
0.42
0.42
5.49
0
0.38
0
0.38
CalculatedHG(m) Pr.(mH2O)
2,430.95
20.903
2,430.77
20.732
2,430.19
20.147
2,476.00
102.989
2,471.13
91.948
2,473.05
41.366
2,417.02
58.204
2,411.76
67.624
2,451.00
90.317
2,410.74
65.106
2,469.26
85.292
2,469.73
68.29
2,691.88
49.282
2,469.86
30.399
2,470.08
123.53
2,663.88
170.539
2,503.39
10.365
2,508.21
60.692
2,486.15
78.995
2,409.81
73.465
2,426.30
26.248
2,425.95
25.902
2,416.44
26.885
2,414.01
24.465
2,512.52
35.446
2,411.50
4.991
2,430.18
20.144
2,421.06
34.19
2,420.92
19.079
2,417.54
33.476
2,417.54
36.47
2,417.50
22.456
2,417.45
40.372
2,417.45
47.551
2,417.25
46.156
2,417.15
38.576
2,417.19
56.075
2,417.18
53.571
2,417.09
58.475
2,417.09
60.969
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
J41
J42
J43
J44
J45
J46
J47
J48
J49
J50
J51
J52
J53
J54
J55
J56
J57
J58
J59
J60
J61
J62
J63
J64
J65
J66
J67
J68
J69
J70
J71
J72
J73
J74
J75
J76
J77
J78
J79
J80
J81
2,367
2,363
2,362
2,361
2,358
2,385
2,375
2,375
2,365
2,391
2,393
2,408
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,406
2,377
2,384
2,377
2,379
2,377
2,370
2,367
2,364
2,351
2,378
2,357
2,351
2,351
2,351
2,352
2,352
2,346
10.76
0
1.43
0
4.13
12.19
3.77
7.8
6.42
13.01
16.81
1.99
3.98
0
0
0
0
0
0
0
0
0
0
0
5.87
13.87
0
10.4
0
8.42
14.42
14.42
5.76
12.62
25.61
0
25.97
0
4
22.62
10.38
PZ11
Fixed
PZ11
Fixed
PZ08
PZ14
PZ11
PZ11
PZ11
PZ14
Composite
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZ14
PZ11
Fixed
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
PZ11
PZ10
Fixed
PZ10
Fixed
Fixed
PZ08
PZ10
Page2of8
4.3
0
0.57
0
1.65
4.88
1.51
3.12
2.57
5.2
6.72
0.8
1.59
0
0
0
0
0
0
0
0
0
0
0
2.35
5.55
0
4.16
0
3.37
5.77
5.77
2.3
5.05
10.24
0
10.39
0
4
9.05
4.15
2,416.77
2,417.08
2,417.07
2,417.06
2,417.05
2,414.52
2,414.08
2,413.98
2,413.88
2,413.31
2,411.37
2,411.28
2,411.22
2,411.20
2,411.20
2,486.16
2,411.20
2,486.16
2,410.93
2,410.87
2,481.36
2,410.86
2,481.31
2,411.01
2,407.48
2,413.71
2,392.16
2,410.99
2,392.02
2,406.76
2,406.43
2,406.24
2,406.19
2,410.46
2,393.66
2,391.59
2,391.42
2,391.60
2,389.80
2,389.60
2,389.46
49.87
54.465
55.363
56.042
59.131
29.958
39.198
39.4
48.98
22.269
18.334
3.274
4.216
4.192
4.191
78.998
4.191
78.998
3.92
3.864
74.206
3.849
74.159
5
30.421
29.655
15.328
32.423
15.185
37.183
39.053
41.754
55.28
32.897
36.588
40.512
40.64
40.514
37.724
37.824
43.674
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
J82
J83
J84
J85
J86
J87
J88
J89
J90
J91
J92
J93
J94
J95
J96
J97
J98
J99
J100
J101
J102
J103
J104
J105
J106
J107
J108
J109
J110
J111
J112
J113
J114
J115
J116
J117
J118
J119
J120
J121
J122
2,350
2,351
2,329
2,325
2,327
2,317
2,317
2,324
2,333
2,315
2,334
2,335
2,323
2,325
2,306
2,370
2,370
2,360
2,363
2,363
2,352
2,361
2,350
2,340
2,350
2,331
2,340
2,340
2,339
2,339
2,328
2,331
2,334
2,316
2,323
2,389
2,376
2,378
2,365
2,377
2,419
0
33.19
4.33
0
0
0
45
19.37
3.36
8.74
5.76
12.32
14.48
7.7
43.82
0
10.49
4.47
5.27
0
5.92
7.49
17.1
11.87
0
13.94
0
9.92
0
0
11.31
9.19
16.64
26
54.55
2.62
0
9.29
5.1
7.47
0
Fixed
PZ11
PZ11
PZ10
Fixed
Fixed
PZaverage
PZaverage
PZ10
PZ10
PZ10
PZ08
PZ08
PZaverage
PZaverage
Fixed
PZ11
PZ11
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Fixed
Fixed
PZ11
PZaverage
PZaverage
PZaverage
PZ26
PZ14
Fixed
Composite
PZ12
PZ12
Fixed
Page3of8
0
13.28
1.73
0
0
0
18
7.75
1.34
3.5
2.3
4.93
5.79
3.08
17.53
0
4.2
1.79
2.11
0
2.37
3
6.84
4.75
0
5.58
0
3.97
0
0
4.52
3.68
6.66
10.4
21.82
1.05
0
3.72
2.04
2.99
0
2,391.75
2,389.70
2,391.61
2,403.25
2,403.25
2,401.39
2,396.19
2,398.88
2,387.89
2,387.46
2,387.07
2,386.75
2,386.84
2,403.09
2,397.19
2,410.40
2,410.40
2,410.27
2,410.36
2,410.36
2,409.87
2,409.75
2,409.95
2,409.17
2,409.85
2,408.86
2,408.67
2,408.65
2,408.66
2,408.66
2,408.55
2,409.81
2,407.14
2,405.41
2,405.33
2,479.08
2,478.17
2,478.15
2,472.56
2,470.99
2,475.45
42.166
38.727
62.885
78.089
76.592
84.215
79.028
74.532
54.385
72.311
52.566
52.145
63.712
77.933
91.005
40.319
40.317
49.968
47.261
47.261
57.752
48.351
59.526
68.735
59.731
77.701
68.532
68.213
69.123
69.123
80.791
78.754
73.491
89.23
82.168
89.502
101.961
100.449
107.845
94.005
56.835
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
J123
J124
J125
J126
J127
J128
J129
J130
J131
J132
J133
J134
J135
J136
J137
J138
J139
J140
J141
J142
J143
J144
J145
J146
J147
J148
J149
J150
J151
J152
J153
J154
J155
J156
J157
J158
J159
J160
J161
J162
J163
2,419
2,421
2,377
2,377
2,376
2,376
2,371
2,366
2,393
2,412
2,427
2,350
2,350
2,363
2,345
2,364
2,402
2,361
2,354
2,434
2,432
2,454
2,429
2,406
2,405
2,406
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,460
2,488
2,492
2,492
2,492
70.22
30.04
0
6.38
0
4.17
4.17
12.24
6.47
9.51
0
0
0
0
10.55
0
9.54
9.54
2.35
0
0
9.89
0
0
1.39
12.41
0
0
0
0
0
0
0
0
0
0
8.11
0
0
0
0
PZ14
PZ14
Fixed
PZ14
Fixed
PZ12
PZ12
PZ12
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
PZ11
Fixed
PZ12
PZ12
PZ11
Fixed
Fixed
PZ18
Fixed
Fixed
PZ14
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
Fixed
Fixed
Fixed
Page4of8
28.09
12.02
0
2.55
0
1.67
1.67
4.9
2.59
3.8
0
0
0
0
4.22
0
3.82
3.82
0.94
0
0
3.96
0
0
0.56
4.96
0
0
0
0
0
0
0
0
0
0
3.24
0
0
0
0
2,475.27
2,474.63
2,470.95
2,470.95
2,469.17
2,469.22
2,469.31
2,468.24
2,469.56
2,474.20
2,473.67
2,409.84
2,458.06
2,441.41
2,440.98
2,441.39
2,423.59
2,423.22
2,423.19
2,473.69
2,473.69
2,473.96
2,473.51
2,471.41
2,471.00
2,470.89
2,474.27
2,474.27
2,532.96
2,532.91
2,474.26
2,474.26
2,474.26
2,510.03
2,510.13
2,510.16
2,506.79
2,503.39
2,497.79
2,496.97
2,496.97
56.359
53.725
93.757
93.757
92.979
93.029
98.614
101.836
76.902
62.279
46.58
59.724
107.842
78.252
96.282
77.531
22.046
61.691
69.553
40.108
41.604
19.918
44.424
65.774
65.863
64.761
5.262
5.255
63.831
63.777
5.25
5.249
5.249
40.943
41.051
41.08
46.5
15.155
5.381
4.955
4.955
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
J164
J165
J166
J167
J168
J169
J170
J171
J172
J173
J174
J175
J176
J177
J178
J179
J180
J181
J182
J183
J184
J185
J186
J187
J188
J189
J190
J191
J192
J193
J194
J195
J196
J197
J198
J199
J200
J201
J202
J203
J204
2,493
2,340
2,340
2,340
2,340
2,340
2,345
2,364
2,404
2,351
2,349
2,348
2,355
2,349
2,349
2,355
2,355
2,351
2,349
2,351
2,324
2,327
2,469
2,469
2,469
2,469
2,469
2,469
2,458
2,474
2,470
2,498
2,511
2,474
2,492
2,471
2,459
2,462
2,458
2,470
2,457
0
0
0
0
8.87
0
1.49
1.36
31.18
41.53
0
0
0
0
0
0
0
0
44.46
4.86
4.93
20.96
0
0
0
0
0
0
4.5
0
3.85
2.12
4.94
0
3.35
14.12
0
11.2
1.38
0
8.12
Fixed
Fixed
Fixed
Fixed
PZaverage
Fixed
PZ11
PZ11
PZ12
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZaverage
PZaverage
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
PZ18
PZ22
PZ22
Fixed
PZ22
PZ18
Fixed
PZ18
PZ18
Fixed
PZ18
Page5of8
0
0
0
0
3.55
0
0.6
0.54
12.47
16.61
0
0
0
0
0
0
0
0
17.78
1.94
1.97
8.38
0
0
0
0
0
0
1.8
0
1.54
0.85
1.98
0
1.34
5.65
0
4.48
0.55
0
3.25
2,663.85
2,409.81
2,409.82
2,409.82
2,409.82
2,409.85
2,409.97
2,441.41
2,470.26
2,409.72
2,410.64
2,411.04
2,409.17
2,408.71
2,408.70
2,409.18
2,409.18
2,409.72
2,408.70
2,409.16
2,408.70
2,407.63
2,474.22
2,474.23
2,474.23
2,544.61
2,544.62
2,544.63
2,506.90
2,517.37
2,516.91
2,519.14
2,521.30
2,518.94
2,520.29
2,518.94
2,518.98
2,519.01
2,519.30
2,519.27
2,519.05
170.508
69.473
69.875
69.877
69.875
69.905
65.138
77.553
66.123
58.603
61.513
62.912
54.559
59.589
59.584
54.073
54.073
58.605
59.577
58.038
84.53
80.47
5.214
5.216
5.219
75.456
75.467
75.478
48.405
43.581
46.815
21.595
10.28
45.349
28.435
47.843
59.855
56.896
61.176
49.171
61.924
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
J205
J206
J207
J208
J209
J210
J211
J212
J213
J214
J215
J216
J217
J218
J219
J220
J221
J222
J223
J224
J225
J226
J227
J228
J229
J230
J231
J232
J233
J234
J235
J236
J237
J238
J239
J240
J241
J242
J243
J244
J245
2,457
2,479
2,492
2,517
2,517
2,517
2,517
2,548
2,517
2,517
2,517
2,517
2,565
2,490
2,521
2,432
2,561
2,561
2,572
2,572
2,572
2,536
2,555
2,487
2,597
2,596
2,631
2,631
2,600
2,612
2,494
2,347
2,352
2,352
2,379
2,423
2,410
2,355
2,358
2,385
2,385
0
3.33
0
0
0
0
0
19.8
0
0
0
0
19.18
5.28
4.57
18.69
0
0
0
0
0
13.34
0
0
4.41
4.33
0
0
6.75
10.18
0
1.64
0
0
4.08
13.99
0
10.47
8.68
0
3.7
Fixed
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
Fixed
Fixed
PZ22
PZ18
PZ22
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
PZ24
PZ24
Fixed
Fixed
PZ24
PZ23
Fixed
PZaverage
Fixed
Fixed
PZ13
PZ11
Fixed
PZ11
PZ11
Fixed
PZ13
Page6of8
0
1.33
0
0
0
0
0
7.92
0
0
0
0
7.67
2.11
1.83
7.48
0
0
0
0
0
5.34
0
0
1.76
1.73
0
0
2.7
4.07
0
0.66
0
0
1.63
5.6
0
4.19
3.47
0
1.48
2,519.33
2,519.15
2,521.54
2,521.80
2,521.79
2,582.51
2,582.51
2,577.10
2,521.72
2,521.71
2,599.09
2,599.15
2,582.76
2,536.83
2,537.37
2,530.17
2,578.59
2,578.58
2,578.53
2,578.53
2,694.96
2,577.47
2,578.52
2,577.47
2,639.07
2,639.10
2,639.51
2,639.51
2,639.22
2,639.10
2,625.90
2,411.00
2,439.29
2,439.44
2,439.30
2,471.34
2,472.49
2,470.04
2,471.14
2,471.22
2,471.22
62.207
40.572
29.285
4.789
4.776
65.377
65.377
29.045
4.714
4.697
81.92
81.989
17.728
46.341
16.34
98.07
17.554
17.541
6.514
6.514
122.711
40.988
23.472
90.289
42.489
43.016
8.498
8.497
39.139
27.045
131.235
63.874
87.118
87.264
60.577
47.941
61.967
115.108
112.714
86.048
86.048
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
J246
J247
J248
J249
J250
J251
J252
J253
J254
J255
J256
J257
J258
J259
J260
J261
J262
J263
J264
J265
J266
J267
J268
J269
J270
J271
J272
J273
J274
J275
J276
J277
J278
J279
J280
J281
J282
J283
J284
J285
J286
2,424
2,419
2,427
2,427
2,442
2,410
2,391
2,390
2,410
2,423
2,423
2,418
2,431
2,409
2,430
2,435
2,433
2,433
2,390
2,433
2,493
2,481
2,477
2,465
2,473
2,439
2,464
2,450
2,432
2,407
2,407
2,637
2,553
2,520
2,490
2,485
2,443
2,628
2,393
2,424
2,386
6.26
13.65
6.26
0
6.58
0
0
0
10.81
0
0
0
0
9.05
0
4.67
0
0
10.81
0
0
11.69
0
5.21
2.08
2.08
2.08
2.72
2.72
0
0
3.88
16.22
2.61
7.89
12.81
25.66
10.47
5.13
35.88
0
PZ13
PZ13
PZ13
Fixed
PZ15
Fixed
Fixed
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
Fixed
Fixed
PZ11
Fixed
Fixed
PZ20
Fixed
PZ20
PZ15
PZ15
PZ15
PZ15
PZ15
Fixed
Fixed
PZaverage
PZ22
PZ22
PZ22
PZ20
PZ20
PZ23
PZ14
PZ14
Fixed
Page7of8
2.5
5.46
2.5
0
2.63
0
0
0
4.32
0
0
0
0
3.62
0
1.87
0
0
4.32
0
0
4.68
0
2.08
0.83
0.83
0.83
1.09
1.09
0
0
1.55
6.49
1.04
3.16
5.12
10.26
4.19
2.05
14.35
0
2,471.31
2,471.22
2,471.27
2,471.27
2,471.27
2,472.51
2,472.71
2,472.71
2,472.23
2,472.17
2,472.09
2,435.69
2,473.23
2,472.62
2,473.68
2,473.48
2,473.35
2,473.36
2,472.74
2,473.46
2,496.64
2,503.36
2,496.94
2,496.92
2,496.93
2,496.92
2,496.93
2,496.92
2,496.92
2,411.36
2,481.36
2,639.67
2,578.16
2,537.11
2,577.59
2,521.54
2,625.90
2,639.21
2,408.97
2,530.92
2,480.92
47.211
52.117
44.383
43.784
29.711
62.387
82.047
82.546
61.804
49.074
48.996
17.855
42.144
63.49
43.791
38.402
40.272
40.281
82.575
39.984
3.631
22.316
19.703
31.856
23.584
57.505
33.16
47.028
64.786
4.353
74.206
2.66
25.107
17.075
87.417
36.47
183.03
11.186
16.439
106.704
94.732
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC3NodesatMinimumConsumptionHour
287
288
289
290
291
292
293
294
J287
J288
J289
J290
J291
J292
J293
J294
2,390
2,330
2,385
2,318
2,380
2,378
2,489
2,485
0
9.19
5.87
31.45
37
0
12.52
0
Fixed
PZ11
PZ14
PZaverage
Inflow(wellsource)
Fixed
Fixed
Fixed
Page8of8
0
3.68
2.35
12.58
28.86
0
12.52
0
2,480.90
2,408.97
2,407.80
2,404.17
2,391.87
2,407.51
2,491.29
2,491.98
91.214
78.812
22.757
86.491
11.848
29.951
2.289
6.966
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P29
P30
P31
P32
P33
P34
P35
P36
P37
P38
P39
P40
L(m)
3
6,360
3
30
3
20
3
20
4
528
3
1,964
3
40
726
20
3
20
187
4,839
49
3
3
846
1,470
631
3
1,651
3
4
6
57
3
3
3
3
3
3
3
3
D(mm)
250
1400
300
1000
600
1200
250
1200
600
1400
250
1200
300
1000
500
1200
800
1200
800
1200
200
250
200
250
200
500
600
500
250
300
400
500
250
300
600
300
300
250
300
800
Material
St
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
DCI
St
DCI
St
DCI
"
"
"
"
"
St
DCI
St
"
"
DCI
St
"
"
"
"
"
"
DCI
ControlStatus
Open
Open
Open
Open
Open
TemporarilyClosed
Open
TemporarilyClosed
Open
Open
Open
Open
Open
Open
Open
TemporarilyClosed
Open
TemporarilyClosed
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page1of12
C
81
90
81
90
81
90
81
90
81
90
81
90
81
90
81
90
90
90
72
90
105
81
105
81
105
81
81
81
81
81
81
81
81
81
81
81
81
81
81
72
Istallation(year)
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1989
1985
1989
1985
1970
1985
2005
1989
2005
1989
2005
1989
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
p55(2)
P56
P57
P58
P59
P60
P61
P62
P63
P64
P65
P66
P67
P68
P69
P70
P71
P72
P73
P74
P75
P76
P77
P78
P79
P80
L(m)
3
1,376
3
4
1,649
4
664
213
4
624
720
686
1,078
3
5
5
50
35
16
22
4
3
3
4
3
3
4
25
3
4
3
3
4
3
3
4
141
2,132
1,039
987
D(mm)
150
350
350
250
900
300
350
150
150
150
150
900
900
900
700
700
150
900
1000
1000
1000
600
500
1000
600
500
900
500
300
500
300
300
500
300
300
400
150
400
900
200
Material
"
"
"
St
St
"
DCI
"
"
"
"
St
"
"
"
"
"
"
"
"
"
"
"
"
"
"
DCI
St
"
"
"
"
"
"
"
DCI
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page2of12
C
81
72
72
72
72
72
72
105
81
105
72
72
72
72
72
72
81
72
90
90
90
81
81
90
81
81
90
72
72
72
72
72
72
72
72
72
105
72
72
81
Istallation(year)
1989
1975
1975
1975
1970
1975
1975
2004
1989
2004
1975
1970
1970
1970
1970
1970
1984
1970
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
2005
1975
1970
1993
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
P81
P82
P83
P84
P85
P86
P87
P88
P89
P90
P91
P92
P93
P94
P95
P96
P97
P98
P99
P100
P101
P102
P103
P104
P105
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P118
P119
P120
L(m)
184
298
730
3
1,784
852
471
3
37
3
61
438
44
3
3
771
1,622
3
748
247
732
3
3
483
113
508
3
493
316
780
522
303
282
92
770
3
1,332
275
3
399
D(mm)
200
200
200
200
900
150
150
150
150
150
150
150
200
200
200
200
600
400
400
400
400
400
200
250
125
150
200
200
200
150
200
150
200
150
400
200
200
900
250
150
Material
"
"
"
"
St
DCI
"
PVC
PVC
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
"
"
"
"
St
DCI
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page3of12
C
105
105
105
81
72
81
81
99
99
81
105
105
105
105
81
81
81
81
81
81
81
81
72
72
81
72
81
81
81
105
105
105
105
105
81
81
81
72
72
72
Istallation(year)
2005
2005
2005
1993
1970
2002
2002
2002
2002
2002
2004
2004
2004
2004
1989
1989
2002
2002
2002
2002
2002
2002
1975
1975
1995
1975
1991
1991
1991
2005
2007
2007
2007
2007
2002
2002
2002
1970
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
P121
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
L(m)
3
180
3
988
717
213
2,092
3
1,937
559
3
778
114
3
34
10
3
485
456
1,264
3
767
3
173
3
3
226
100
3
825
1,471
3
58
511
3
1,155
4
83
3
3
D(mm)
200
200
250
200
200
900
900
200
200
900
250
250
200
200
200
200
200
200
900
450
450
450
350
350
450
200
200
200
150
150
400
300
350
350
300
150
150
200
200
250
Material
DCI
"
"
"
"
St
"
DCI
"
St
DCI
"
DCI
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page4of12
C
81
81
81
81
81
72
72
81
81
72
81
105
105
105
105
105
105
105
72
72
72
72
81
81
81
105
105
105
81
81
72
72
81
72
72
72
72
105
105
81
Istallation(year)
1998
1998
1998
1998
1998
1970
1970
1989
1989
1970
1989
2005
2005
2005
2005
2005
2005
2005
1970
1975
1975
1975
1989
1989
1989
2005
2005
2005
1989
1989
1975
1975
1995
1975
1975
1975
1975
2005
2005
1989
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
P197
P198
P199
P200
L(m)
633
503
4
3
338
3
3
898
377
763
919
3
56
3
3
452
3
3
3
3,038
6
1,504
6
463
4
44
417
3
50
747
3
4
715
529
717
569
6
3
6
251
D(mm)
150
150
200
200
150
200
200
200
200
200
200
350
350
350
350
800
300
300
250
300
200
200
600
600
400
400
400
400
400
300
150
200
150
400
500
300
200
200
300
300
Material
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
"
"
St
"
"
"
"
"
DCI
"
"
"
"
St
DCI
"
St
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page5of12
C
81
72
72
72
81
72
81
81
72
72
72
72
72
72
72
90
81
81
100
81
72
72
72
72
72
72
72
72
72
72
72
72
81
81
72
72
72
72
72
72
Istallation(year)
1989
1975
1975
1975
1989
1975
2001
2001
1975
1975
1975
1975
1975
1975
1975
1989
1985
1985
1985
1985
1970
1970
1970
1975
1970
1970
1970
1970
1970
1955
1970
1975
1989
1994
1975
1975
1975
1975
1975
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
P236
P237
P238
P239
P240
L(m)
3
695
6
33
903
44
3
151
3
595
3
761
1,691
3
1,745
3
6
610
3
6
801
3
545
430
192
1,135
3
27
598
430
3
3
3
1,280
3
536
436
6
10
224
D(mm)
300
300
300
300
500
500
300
200
300
300
200
200
400
250
250
500
250
250
250
200
200
150
150
150
400
150
150
200
400
400
250
250
250
250
200
200
200
150
150
150
Material
DCI
St
"
DCI
"
"
"
"
"
"
St
"
DCI
St
DCI
"
"
"
"
"
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
St
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page6of12
C
72
72
72
81
72
72
72
72
72
72
72
72
81
81
81
81
81
72
75
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
81
72
72
72
Istallation(year)
1970
1975
1975
1989
1975
1975
1970
1975
1970
1975
1970
1970
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
1970
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
P255
P256
P257
P258
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
L(m)
3
10
614
3
3
3
3
4
3
3
3
3
3
1,070
536
25
4
3
3
4
3
3
1,239
290
10
4
3
3
4
3
3
1,061
1,444
310
1,945
5
10
20
4
3
D(mm)
200
200
150
350
250
250
200
600
350
250
250
200
200
350
800
400
400
350
300
400
350
300
400
150
200
200
150
125
150
150
125
200
150
150
150
400
200
150
150
150
Material
DCI
"
St
"
"
"
"
"
"
"
"
"
"
DCI
"
St
"
"
"
DCI
St
"
DCI
GI
St
"
"
"
"
"
"
DCI
"
"
"
"
St
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page7of12
C
72
72
72
81
81
81
81
81
81
81
81
81
81
72
90
81
81
81
81
81
81
81
81
72
72
72
72
72
72
72
72
72
81
81
81
72
72
72
72
72
Istallation(year)
1970
1970
1955
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1989
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
1975
1975
1975
1975
1975
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
Label
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
P293
P294
P295
P296
P297
P298
P299
P300
P301
P302
P303
P304
P305
P306
P307
P308
P309
P310
P311
P312
P313
P314
P315
P316
P317
P318
P319
P320
L(m)
6
3
3
98
1,789
2,028
457
64
3
1,157
400
720
769
4
892
407
1,193
364
3
1,078
3
1,197
155
903
865
569
4
612
455
288
53
470
406
20
198
503
3
27
3
375
D(mm)
125
150
125
150
150
150
200
250
250
250
200
150
200
200
150
150
200
400
400
250
250
300
400
250
150
200
400
250
400
400
150
300
150
300
150
150
150
200
200
200
Material
"
"
DCI
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
PVC
St
"
DCI
"
"
St
DCI
"
"
St
DCI
St
"
"
DCI
St
DCI
St
"
"
DCI
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page8of12
C
72
72
72
72
72
72
81
81
81
81
81
72
81
81
81
72
99
72
72
81
81
72
72
81
72
72
72
81
72
72
81
72
72
72
72
72
72
81
81
81
Istallation(year)
1975
1975
1975
1975
1975
1975
1989
1985
1989
1989
1989
1970
2001
2001
2001
1970
2001
1959
1959
1989
1989
1975
1959
1989
1975
1975
1975
1989
1975
1975
1989
1975
1970
1970
1970
1970
1970
1989
1989
1989
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
Label
P321
P322
P323
P324
P325
P326
P327
P328
P329
P330
P331
P332
P333
P334
P335
P336
P337
P338
P339
P340
P341
P342
P343
P344
P345
P346
P347
P348
P349
P350
P351
P352
P353
P354
P355
P356
P357
P358
P359
P360
L(m)
382
87
1,188
3
3
1,094
704
608
3
33
3
853
19
434
3
63
303
3
31
3
765
10
3
554
208
167
529
358
235
204
35
6
40
3
3
4
22
3
589
212
D(mm)
200
200
150
200
150
150
150
300
300
500
500
500
150
500
500
500
800
300
300
300
300
300
300
350
200
300
200
350
300
200
900
500
1000
900
300
400
200
300
900
900
Material
"
"
"
"
"
"
"
"
"
"
"
"
St
DCI
"
"
"
"
"
"
"
"
St
CI
"
DCI
"
St
DCI
"
St
"
St
DCI
St
DCI
"
St
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page9of12
C
81
81
72
81
81
81
81
72
72
72
81
81
81
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
72
72
Istallation(year)
1989
1989
1975
1985
1989
1989
1989
1975
1975
1975
1989
1989
1989
1989
1989
1970
1970
1975
1975
1975
1975
1975
1975
1975
1975
1955
1955
1955
1975
1975
1970
1975
1970
1970
1975
1975
1989
1985
1970
1970
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
Label
P361
P362
P363
P364
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
P392
P393
P394
P395
P396
P397
P398
P399
P400
L(m)
4
493
604
6,890
10
1,964
2,433
520
515
428
979
59
390
217
48
366
183
887
305
561
1,759
3
471
3
839
3
638
88
771
982
829
479
587
896
139
661
230
280
285
470
D(mm)
900
500
500
900
700
900
900
150
300
300
150
150
150
200
150
200
200
250
250
125
900
350
150
300
200
300
150
150
200
150
150
200
200
200
150
100
150
200
200
150
Material
DCI
"
"
St
"
"
"
DCI
"
"
"
"
"
PVC
"
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
DCI
"
"
"
"
"
St
GI
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page10of12
C
81
81
81
72
90
72
72
105
81
81
105
105
105
115.5
115.5
115.5
115.5
105
81
105
72
81
81
105
105
105
105
81
105
81
72
105
72
72
72
72
81
81
81
81
Istallation(year)
1985
1989
1985
1970
1985
1970
1970
2005
1999
1999
2005
2004
2004
2004
2004
2004
2004
2005
1999
2004
1970
1999
1999
2004
2004
2005
2005
1984
2005
1989
1975
2005
1975
1975
1955
1970
1989
1989
1989
1989
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
Label
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
P431
P432
P433
P434
P435
P436
P437
P438
P439
P440
L(m)
408
1,230
345
19
390
973
918
910
3
6
3
4
3
475
175
38
23
772
351
182
918
785
789
1,643
1,268
469
319
4
3
3
2,741
665
1,363
1,192
3
3
3
1,057
3
204
D(mm)
200
150
200
200
200
200
350
300
350
300
250
300
250
300
300
300
350
150
150
200
200
200
250
150
150
200
200
150
500
500
1200
150
200
200
600
600
400
400
300
300
Material
"
"
"
"
"
"
"
"
"
"
St
"
"
DCI
"
"
St
DCI
"
"
"
"
"
GI
"
DCI
"
"
St
"
"
GI
DCI
"
"
"
"
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Page11of12
C
81
72
81
81
72
72
81
81
81
72
81
81
72
72
81
72
81
81
81
81
81
81
72
72
72
81
81
81
81
81
90
81
105
105
81
81
81
81
81
81
Istallation(year)
1989
1975
1989
1989
1955
1955
1989
1989
1989
1970
1985
1985
1975
1975
1985
1975
1985
1989
1989
1989
1989
1989
1975
1955
1955
1989
1989
1989
1985
1985
1985
1984
2005
2005
1999
1999
1999
1999
1999
1999
APPENDIXCExtendedPeriodSimulationResults
APPENDIXC4LinksatMinimumConsumptionHour
S.No.
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
Label
P441
P442
P443
P444
P445
P446
P447
P448
P449
P450
P451
P452
P453
P454
P455
P456
P457
P458
P459
P460
P461
P462
P463
P464
P465
P466
P467
P468
P469
P470
P471
P472
P473
P474
P475
P476
P477
P478
L(m)
3
3
49
2,808
21
3
158
14
3
425
3
4,764
928
180
3
107
3
3
1,425
3
927
3
677
747
1,756
1,273
870
1,004
3
3
34
0
672
66
4
3
43
66
D(mm)
400
600
600
900
100
400
400
400
400
400
900
900
250
250
250
250
250
350
350
400
400
200
200
150
250
200
400
400
200
200
600
600
150
150
150
150
150
100
Material
DI
"
"
"
St
DCI
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
GI
DCI
"
"
"
"
"
"
"
GI
"
DCI
"
"
"
ControlStatus
Open
Open
Open
Open
Open
Open
Closed
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Open
Closed
Open
Open
Open
Page12of12
C
72
72
81
90
81
72
72
72
72
72
90
90
105
105
105
81
81
81
81
81
81
105
105
81
72
81
81
81
81
81
72
72
81
81
81
81
105
105
Istallation(year)
1975
1975
2002
1985
1989
1975
1975
1975
1975
1975
1985
1985
2005
2005
2005
1989
1989
1989
1989
2002
2002
2004
2004
1984
1975
1985
1989
1989
1989
1989
1975
1975
1984
1984
1984
1984
2005
2005
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25
J26
J27
J28
J29
J30
J31
J32
J33
J34
J35
2,410
2,410
2,410
2,373
2,379
2,432
2,359
2,344
2,361
2,346
2,384
2,401
2,643
2,439
2,346
2,493
2,493
2,447
2,407
2,336
2,400
2,400
2,390
2,390
2,477
2,407
2,410
2,387
2,402
2,384
2,381
2,395
2,377
2,370
2,371
2,421.17
2,421.12
2,420.91
2,460.91
2,453.56
2,471.43
2,410.59
2,402.12
2,441.91
2,401.20
2,452.96
2,452.36
2,664.08
2,454.03
2,465.50
2,663.36
2,502.70
2,507.51
2,484.76
2,400.53
2,418.57
2,418.54
2,413.33
2,411.21
2,497.71
2,410.79
2,420.91
2,415.56
2,414.78
2,413.45
2,413.45
2,413.21
2,412.95
2,412.92
2,411.84
11.15
11.097
10.885
87.936
74.405
39.748
51.79
58.001
81.242
55.591
69.02
50.956
21.535
14.596
118.964
170.013
9.685
59.987
77.606
64.199
18.533
18.501
23.784
21.668
20.672
4.281
10.892
28.698
12.958
29.388
32.381
18.177
35.881
43.035
40.757
2,421.17
2,421.12
2,420.91
2,463.16
2,455.03
2,471.45
39,188,979.69
2,402.12
2,441.91
2,401.20
2,454.15
2,453.71
2,664.08
2,454.05
2,465.60
2,663.36
2,502.70
2,507.51
2,486.95
2,400.53
2,418.57
2,418.54
2,413.33
2,411.21
2,497.71
2,410.79
2,420.91
2,415.56
2,414.78
2,413.45
2,413.45
23,043,118.96
39,188,977.25
39,188,977.25
39,188,979.69
Pr.(mH2O)
11.15
11.10
10.89
90.18
75.88
39.77
39,112,327.39
58.00
81.25
55.59
70.21
52.31
21.54
14.62
119.06
170.01
9.69
59.99
79.79
64.20
18.53
18.50
23.78
21.67
20.67
4.28
10.89
28.70
12.96
29.39
32.38
22,999,052.77
39,112,341.45
39,112,335.83
39,112,338.64
Page1of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,421.17
2,421.12
2,420.91
2,463.16
2,455.03
2,471.45
2,410.59
2,402.12
2,441.91
2,401.20
2,454.15
2,453.71
2,664.08
2,454.05
2,465.60
2,663.36
2,502.70
2,507.51
2,486.95
2,400.53
2,418.57
2,418.54
2,413.33
2,411.21
2,497.71
2,410.79
2,420.91
2,415.56
2,414.78
2,413.45
2,413.45
2,413.21
2,412.95
2,412.92
2,411.84
11.15
11.10
10.89
90.18
75.88
39.77
51.79
58.00
81.25
55.59
70.21
52.31
21.54
14.62
119.06
170.01
9.69
59.99
79.79
64.20
18.53
18.50
23.78
21.67
20.67
4.28
10.89
28.70
12.96
29.39
32.38
18.18
35.88
43.04
40.76
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,431.05
2,430.89
2,430.31
2,416.47
2,402.10
2,459.02
2,411.40
2,352.93
2,404.92
2,351.51
2,400.06
2,399.46
2,552.56
2,404.10
2,421.71
2,663.85
2,497.30
2,504.38
2,481.00
2,354.43
2,426.48
2,426.14
2,417.15
2,414.54
2,489.90
2,412.65
2,430.31
2,420.79
2,419.01
2,417.01
2,417.01
2,416.47
2,416.06
2,416.00
2,413.91
21.01
20.84
20.27
43.58
23.06
27.36
52.59
8.91
44.33
6.00
16.23
1.84
89.76
35.23
75.25
170.50
4.29
56.86
73.85
18.19
26.43
26.09
27.60
24.99
12.87
6.14
20.26
33.92
17.17
32.95
35.94
21.43
38.98
46.11
42.82
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J36
J37
J38
J39
J40
J41
J42
J43
J44
J45
J46
J47
J48
J49
J50
J51
J52
J53
J54
J55
J56
J57
J58
J59
J60
J61
J62
J63
J64
J65
J66
J67
J68
J69
J70
2,379
2,361
2,364
2,359
2,356
2,367
2,363
2,362
2,361
2,358
2,385
2,375
2,375
2,365
2,391
2,393
2,408
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,406
2,377
2,384
2,377
2,379
2,377
2,370
2,411.32
2,411.51
2,411.46
2,410.99
2,410.98
2,409.23
2,410.89
2,410.89
2,410.78
2,410.75
2,411.98
2,409.57
2,409.04
2,408.49
2,411.46
2,404.91
2,410.61
2,410.68
2,410.66
2,410.66
2,484.77
2,410.66
2,484.77
2,410.25
2,410.19
2,480.37
2,410.18
2,480.32
2,409.13
2,389.94
2,410.20
2,390.31
2,408.41
2,390.16
2,385.32
32.753
50.406
47.862
52.38
54.872
42.344
48.292
49.186
49.782
52.847
27.424
34.7
34.472
43.603
20.423
11.884
2.603
3.674
3.649
3.648
77.609
3.648
77.609
3.245
3.189
73.222
3.173
73.175
3.127
12.919
26.148
13.481
29.847
13.337
15.788
39,188,979.69
39,188,979.69
39,188,979.69
39,188,979.69
39,188,979.69
39,188,982.12
39,188,979.69
39,188,979.69
39,188,979.69
39,188,979.69
2,411.98
19,361,865.26
19,361,866.48
19,361,866.48
2,411.46
2,404.91
2,410.68
2,410.68
2,410.66
2,410.66
2,486.95
2,410.66
2,486.95
2,410.59
2,410.58
2,504.41
2,410.58
2,504.40
2,409.20
2,389.95
2,410.20
2,483.51
2,408.41
2,390.05
2,385.32
Pr.(mH2O)
39,112,347.08
39,112,327.39
39,112,330.21
39,112,324.58
39,112,324.58
39,112,335.83
39,112,330.21
39,112,330.21
39,112,327.39
39,112,324.58
27.42
19,325,200.68
19,325,202.09
19,325,192.24
20.42
11.88
2.67
3.68
3.65
3.65
79.79
3.65
79.79
3.59
3.57
97.22
3.57
97.21
3.19
12.92
26.15
106.49
29.85
13.23
15.79
Page2of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,411.32
2,411.51
2,411.46
2,410.99
2,410.98
2,409.23
2,410.89
2,410.89
2,410.78
2,410.75
2,411.98
2,409.57
2,409.04
2,408.49
2,411.46
2,404.91
2,410.68
2,410.68
2,410.66
2,410.66
2,486.95
2,410.66
2,486.95
2,410.59
2,410.58
2,504.41
2,410.58
2,504.40
2,409.20
2,389.95
2,410.20
2,483.51
2,408.41
2,390.05
2,385.32
32.75
50.41
47.86
52.38
54.87
42.34
48.29
49.19
49.78
52.85
27.42
34.70
34.47
43.60
20.42
11.88
2.67
3.68
3.65
3.65
79.79
3.65
79.79
3.59
3.57
97.22
3.57
97.21
3.19
12.92
26.15
106.49
29.85
13.23
15.79
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,412.93
2,413.26
2,413.17
2,412.23
2,412.23
2,408.91
2,412.03
2,412.02
2,411.80
2,411.74
2,414.45
2,409.90
2,408.90
2,407.86
2,413.57
2,337.30
2,412.55
2,411.88
2,411.85
2,411.85
2,481.00
2,411.85
2,481.00
2,412.21
2,412.15
2,483.85
2,412.14
2,483.81
2,388.56
2,397.64
2,412.63
2,398.07
2,398.86
2,397.93
2,256.20
34.36
52.15
49.57
53.62
56.11
42.03
49.43
50.32
50.80
53.83
29.89
35.03
34.33
42.98
22.53
55.59
4.54
4.87
4.84
4.84
73.86
4.84
73.86
5.20
5.14
76.70
5.13
76.65
17.41
20.60
28.57
21.22
20.32
21.09
113.07
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J71
J72
J73
J74
J75
J76
J77
J78
J79
J80
J81
J82
J83
J84
J85
J86
J87
J88
J89
J90
J91
J92
J93
J94
J95
J96
J97
J98
J99
J100
J101
J102
J103
J104
J105
2,367
2,364
2,351
2,378
2,357
2,351
2,351
2,351
2,352
2,352
2,346
2,350
2,351
2,329
2,325
2,327
2,317
2,317
2,324
2,333
2,315
2,334
2,335
2,323
2,325
2,306
2,370
2,370
2,360
2,363
2,363
2,352
2,361
2,350
2,340
2,383.54
2,382.48
2,382.23
2,405.23
2,385.43
2,386.41
2,385.47
2,386.67
2,379.26
2,378.17
2,377.41
2,388.28
2,377.12
2,387.52
2,364.74
2,364.74
2,354.58
2,326.22
2,340.92
2,367.23
2,364.85
2,362.74
2,360.99
2,361.48
2,363.88
2,331.68
2,404.80
2,404.79
2,404.08
2,404.50
2,404.50
2,401.83
2,401.18
2,401.64
2,397.42
16.21
18.047
31.366
27.674
28.373
35.335
34.698
35.602
27.202
26.412
31.651
38.704
26.163
58.803
39.661
38.164
37.507
9.2
16.688
33.766
49.746
28.288
26.439
38.405
38.806
25.626
34.728
34.717
43.789
41.411
41.413
49.733
39.797
51.234
57.008
2,383.54
2,382.48
2,382.23
2,405.23
2,385.34
2,386.30
2,385.36
2,386.57
2,379.15
2,378.06
2,377.31
2,388.17
2,377.00
2,387.41
2,364.74
2,364.74
2,354.58
2,326.22
2,340.92
2,367.12
2,364.74
2,362.63
2,360.88
2,361.37
2,363.88
2,331.68
2,404.80
2,404.79
2,404.08
2,404.49
2,404.50
2,401.83
2,401.18
2,401.64
2,397.42
Pr.(mH2O)
16.21
18.05
31.37
27.67
28.28
35.23
34.59
35.49
27.09
26.30
31.54
38.59
26.05
58.69
39.66
38.16
37.51
9.20
16.69
33.66
49.64
28.18
26.33
38.30
38.81
25.63
34.73
34.72
43.79
41.41
41.41
49.73
39.80
51.23
57.01
Page3of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,383.54
2,382.48
2,382.23
2,405.23
2,385.34
2,386.30
2,385.36
2,386.57
2,379.15
2,378.06
2,377.31
2,388.17
2,377.00
2,387.41
2,364.74
2,364.74
2,354.58
2,326.22
2,340.92
2,367.12
2,364.74
2,362.63
2,360.88
2,361.37
2,363.88
2,331.68
2,404.80
2,404.79
2,404.08
2,404.49
2,404.50
2,401.83
2,401.18
2,401.64
2,397.42
16.21
18.05
31.37
27.67
28.28
35.23
34.59
35.49
27.09
26.30
31.54
38.59
26.05
58.69
39.66
38.16
37.51
9.20
16.69
33.66
49.64
28.18
26.33
38.30
38.81
25.63
34.73
34.72
43.79
41.41
41.41
49.73
39.80
51.23
57.01
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,242.77
2,228.30
2,207.29
2,379.41
2,362.73
2,379.89
2,377.33
2,381.08
2,337.52
2,335.18
2,292.84
2,389.43
2,368.33
2,387.66
2,248.26
2,248.26
2,220.53
2,143.09
2,183.23
2,339.56
2,333.04
2,329.48
2,325.72
2,326.77
2,245.92
2,157.99
2,376.78
2,376.75
2,375.40
2,374.75
2,374.90
2,286.22
2,284.98
2,359.63
2,267.07
124.28
135.82
143.22
1.90
5.72
28.83
26.57
30.02
14.45
16.48
52.75
39.85
17.40
58.94
76.58
78.08
96.28
173.56
140.69
6.14
18.00
4.91
8.76
3.77
78.92
147.71
6.77
6.73
15.17
11.73
11.88
65.65
76.16
9.31
73.08
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J106
J107
J108
J109
J110
J111
J112
J113
J114
J115
J116
J117
J118
J119
J120
J121
J122
J123
J124
J125
J126
J127
J128
J129
J130
J131
J132
J133
J134
J135
J136
J137
J138
J139
J140
2,350
2,331
2,340
2,340
2,339
2,339
2,328
2,331
2,334
2,316
2,323
2,389
2,376
2,378
2,365
2,377
2,419
2,419
2,421
2,377
2,377
2,376
2,376
2,371
2,366
2,393
2,412
2,427
2,350
2,350
2,363
2,345
2,364
2,402
2,361
2,400.97
2,395.55
2,394.52
2,394.41
2,394.48
2,394.48
2,393.88
2,400.58
2,385.98
2,376.55
2,376.13
2,472.68
2,469.01
2,468.93
2,454.84
2,453.51
2,459.97
2,459.29
2,457.58
2,453.51
2,453.51
2,454.58
2,454.66
2,455.58
2,449.73
2,452.64
2,456.83
2,472.99
2,400.96
2,449.10
2,433.84
2,431.47
2,433.83
2,419.49
2,417.45
50.863
64.417
54.413
54.006
54.967
54.967
66.151
69.544
52.378
60.427
53.024
83.115
92.826
91.245
90.153
76.551
41.384
40.41
36.708
76.353
76.352
78.418
78.505
84.912
83.365
60.014
44.942
45.893
50.856
98.898
70.693
86.793
69.986
17.958
55.936
2,400.97
2,395.55
2,394.52
2,394.41
2,394.48
2,394.48
2,393.88
2,400.58
2,385.98
2,376.55
2,376.13
2,475.19
2,471.45
2,471.37
2,456.54
2,454.96
2,462.13
2,461.44
2,459.65
2,454.96
2,454.96
2,455.56
2,455.65
2,456.49
2,450.64
2,453.92
2,458.84
2,473.00
2,400.96
2,449.10
2,433.85
2,431.48
2,433.84
2,419.49
2,417.45
Pr.(mH2O)
50.86
64.42
54.41
54.01
54.97
54.97
66.15
69.54
52.38
60.43
53.02
85.62
95.26
93.68
91.86
78.01
43.54
42.55
38.77
77.81
77.80
79.40
79.49
85.81
84.27
61.29
46.95
45.91
50.86
98.90
70.71
86.81
70.00
17.96
55.94
Page4of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,400.97
2,395.55
2,394.52
2,394.41
2,394.48
2,394.48
2,393.88
2,400.58
2,385.98
2,376.55
2,376.13
2,475.19
2,471.45
2,471.37
2,456.54
2,454.96
2,462.13
2,461.44
2,459.65
2,454.96
2,454.96
2,455.56
2,455.65
2,456.49
2,450.64
2,453.92
2,458.84
2,473.00
2,400.96
2,449.10
2,433.85
2,431.48
2,433.84
2,419.49
2,417.45
50.86
64.42
54.41
54.01
54.97
54.97
66.15
69.54
52.38
60.43
53.02
85.62
95.26
93.68
91.86
78.01
43.54
42.55
38.77
77.81
77.80
79.40
79.49
85.81
84.27
61.29
46.95
45.91
50.86
98.90
70.71
86.81
70.00
17.96
55.94
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,356.44
2,268.92
2,257.71
2,254.55
2,257.62
2,257.62
2,256.50
2,354.83
2,309.82
2,280.50
2,278.64
2,454.06
2,434.63
2,432.30
2,403.85
2,401.89
2,422.33
2,420.68
2,416.19
2,401.91
2,401.89
2,403.49
2,403.46
2,403.78
2,387.81
2,399.71
2,414.07
2,465.57
2,356.43
2,407.27
2,403.51
2,399.04
2,403.65
2,418.25
2,413.03
6.42
61.96
82.13
85.58
81.61
81.61
70.95
23.89
23.63
35.43
44.27
64.53
58.52
54.69
39.27
25.04
3.82
1.87
4.60
24.86
24.85
27.44
27.40
33.21
21.56
7.19
2.27
38.49
6.42
57.16
40.43
54.43
39.87
16.71
51.52
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J141
J142
J143
J144
J145
J146
J147
J148
J149
J150
J151
J152
J153
J154
J155
J156
J157
J158
J159
J160
J161
J162
J163
J164
J165
J166
J167
J168
J169
J170
J171
J172
J173
J174
J175
2,354
2,434
2,432
2,454
2,429
2,406
2,405
2,406
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,460
2,488
2,492
2,492
2,492
2,493
2,340
2,340
2,340
2,340
2,340
2,345
2,364
2,404
2,351
2,349
2,348
2,417.33
2,473.02
2,473.02
2,473.68
2,472.60
2,470.44
2,469.96
2,468.31
2,474.48
2,474.48
2,533.12
2,533.08
2,474.48
2,474.47
2,474.47
2,509.50
2,509.62
2,509.65
2,506.03
2,502.70
2,497.56
2,496.79
2,496.79
2,663.32
2,400.51
2,400.44
2,400.44
2,400.44
2,400.43
2,400.52
2,433.85
2,466.47
2,399.92
2,399.90
2,400.32
63.698
39.44
40.936
19.64
43.511
64.811
64.829
62.185
5.473
5.468
63.986
63.95
5.464
5.463
5.463
40.416
40.535
40.567
45.742
14.475
5.15
4.778
4.778
169.981
60.192
60.516
60.516
60.518
60.51
55.705
70.01
62.344
48.819
50.795
52.211
2,417.33
2,473.03
2,473.03
2,473.69
2,472.62
2,470.49
2,470.01
2,468.41
2,474.48
2,474.48
2,533.12
2,533.08
2,474.48
2,474.47
2,474.47
2,509.50
2,509.62
2,509.65
2,506.03
2,502.70
2,497.56
2,496.79
2,496.79
2,663.32
2,400.51
2,400.44
2,400.44
2,400.44
2,400.43
2,400.52
2,433.87
2,466.56
2,399.92
2,399.90
2,400.32
Pr.(mH2O)
63.70
39.45
40.95
19.65
43.53
64.86
64.88
62.28
5.47
5.47
63.99
63.95
5.46
5.46
5.46
40.42
40.54
40.57
45.74
14.48
5.15
4.78
4.78
169.98
60.19
60.52
60.52
60.52
60.51
55.71
70.03
62.44
48.82
50.80
52.21
Page5of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,417.33
2,473.03
2,473.03
2,473.69
2,472.62
2,470.49
2,470.01
2,468.41
2,474.48
2,474.48
2,533.12
2,533.08
2,474.48
2,474.47
2,474.47
2,509.50
2,509.62
2,509.65
2,506.03
2,502.70
2,497.56
2,496.79
2,496.79
2,663.32
2,400.51
2,400.44
2,400.44
2,400.44
2,400.43
2,400.52
2,433.87
2,466.56
2,399.92
2,399.90
2,400.32
63.70
39.45
40.95
19.65
43.53
64.86
64.88
62.28
5.47
5.47
63.99
63.95
5.46
5.46
5.46
40.42
40.54
40.57
45.74
14.48
5.15
4.78
4.78
169.98
60.19
60.52
60.52
60.52
60.51
55.71
70.03
62.44
48.82
50.80
52.21
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,412.80
2,465.69
2,465.68
2,468.34
2,464.29
2,447.76
2,447.53
2,436.44
2,471.59
2,471.58
2,531.50
2,531.45
2,471.58
2,471.58
2,471.58
2,506.41
2,506.54
2,506.57
2,502.97
2,496.17
2,497.17
2,496.91
2,496.91
2,663.82
2,354.30
2,353.47
2,353.45
2,353.45
2,353.21
2,350.45
2,403.66
2,426.98
2,352.05
2,348.90
2,349.52
59.18
32.12
33.62
14.31
35.22
42.18
42.44
30.38
2.59
2.58
62.37
62.32
2.57
2.57
2.57
37.34
37.46
37.49
42.69
7.96
4.76
4.90
4.90
170.47
14.07
13.64
13.62
13.62
13.38
5.74
39.88
22.93
1.04
0.10
1.52
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J176
J177
J178
J179
J180
J181
J182
J183
J184
J185
J186
J187
J188
J189
J190
J191
J192
J193
J194
J195
J196
J197
J198
J199
J200
J201
J202
J203
J204
J205
J206
J207
J208
J209
J210
2,355
2,349
2,349
2,355
2,355
2,351
2,349
2,351
2,324
2,327
2,469
2,469
2,469
2,469
2,469
2,469
2,458
2,474
2,470
2,498
2,511
2,474
2,492
2,471
2,459
2,462
2,458
2,470
2,457
2,457
2,479
2,492
2,517
2,517
2,517
2,391.89
2,389.37
2,389.35
2,391.96
2,391.96
2,399.93
2,389.31
2,391.81
2,389.33
2,383.50
2,474.44
2,474.44
2,474.44
2,544.80
2,544.81
2,544.82
2,506.13
2,515.92
2,515.25
2,517.85
2,521.06
2,517.46
2,519.49
2,517.44
2,516.99
2,516.54
2,516.67
2,516.51
2,515.30
2,516.74
2,515.88
2,520.18
2,521.91
2,521.90
2,580.72
37.312
40.293
40.266
36.881
36.881
48.832
40.228
40.728
65.199
56.384
5.426
5.428
5.43
75.65
75.66
75.671
47.632
42.139
45.158
20.306
10.043
43.869
27.635
46.348
57.875
54.432
58.553
46.415
58.187
59.618
37.301
27.921
4.905
4.892
63.587
2,391.89
2,389.37
2,389.35
2,391.96
2,391.96
2,399.93
2,389.31
2,391.81
2,389.33
2,383.50
2,474.44
2,474.44
2,474.44
2,544.80
2,544.81
2,544.82
2,506.13
2,515.92
2,515.25
2,517.85
2,521.06
2,517.46
2,519.49
2,517.44
2,516.99
2,516.54
2,516.67
2,516.51
2,515.30
2,516.74
2,515.88
2,520.18
2,521.91
2,521.90
2,580.72
Pr.(mH2O)
37.31
40.29
40.27
36.88
36.88
48.83
40.23
40.73
65.20
56.39
5.43
5.43
5.43
75.65
75.66
75.67
47.63
42.14
45.16
20.31
10.04
43.87
27.64
46.35
57.88
54.43
58.55
46.42
58.19
59.62
37.30
27.92
4.91
4.89
63.59
Page6of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,391.89
2,389.37
2,389.35
2,391.96
2,391.96
2,399.93
2,389.31
2,391.81
2,389.33
2,383.50
2,474.44
2,474.44
2,474.44
2,544.80
2,544.81
2,544.82
2,506.13
2,515.92
2,515.25
2,517.85
2,521.06
2,517.46
2,519.49
2,517.44
2,516.99
2,516.54
2,516.67
2,516.51
2,515.30
2,516.74
2,515.88
2,520.18
2,521.91
2,521.90
2,580.72
37.31
40.29
40.27
36.88
36.88
48.83
40.23
40.73
65.20
56.39
5.43
5.43
5.43
75.65
75.66
75.67
47.63
42.14
45.16
20.31
10.04
43.87
27.64
46.35
57.88
54.43
58.55
46.42
58.19
59.62
37.30
27.92
4.91
4.89
63.59
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,327.03
2,320.17
2,320.10
2,327.22
2,327.22
2,352.08
2,319.99
2,326.82
2,320.05
2,304.13
2,471.55
2,471.55
2,471.55
2,542.37
2,542.38
2,542.39
2,503.00
2,510.21
2,497.51
2,507.58
2,519.32
2,512.55
2,516.33
2,512.50
2,510.80
2,509.09
2,509.24
2,508.81
2,505.59
2,509.40
2,507.12
2,513.23
2,521.20
2,521.19
2,583.74
27.41
28.77
28.85
27.73
27.73
1.08
28.95
24.13
3.94
22.83
2.55
2.55
2.55
73.22
73.23
73.24
44.51
36.43
27.45
10.06
8.30
38.97
24.48
41.41
51.69
47.00
51.14
38.73
48.49
52.29
28.56
20.99
4.19
4.18
66.61
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J211
J212
J213
J214
J215
J216
J217
J218
J219
J220
J221
J222
J223
J224
J225
J226
J227
J228
J229
J230
J231
J232
J233
J234
J235
J236
J237
J238
J239
J240
J241
J242
J243
J244
J245
2,517
2,548
2,517
2,517
2,517
2,517
2,565
2,490
2,521
2,432
2,561
2,561
2,572
2,572
2,572
2,536
2,555
2,487
2,597
2,596
2,631
2,631
2,600
2,612
2,494
2,347
2,352
2,352
2,379
2,423
2,410
2,355
2,358
2,385
2,385
2,580.72
2,568.39
2,521.77
2,521.74
2,595.00
2,595.10
2,570.26
2,520.90
2,523.84
2,484.52
2,576.49
2,576.43
2,576.16
2,576.16
2,680.87
2,570.39
2,576.11
2,570.39
2,635.61
2,635.77
2,638.01
2,638.01
2,636.39
2,635.74
2,563.71
2,400.12
2,430.75
2,430.91
2,430.62
2,467.88
2,470.33
2,465.29
2,466.81
2,467.25
2,467.25
63.587
20.347
4.757
4.732
77.841
77.945
5.247
30.44
2.835
52.512
15.462
15.395
4.147
4.147
108.653
33.922
21.069
83.223
39.03
39.685
6.997
6.992
36.316
23.694
69.172
53.01
78.588
78.753
51.91
44.491
59.809
110.366
108.393
82.084
82.085
2,580.72
2,568.39
2,521.77
2,521.74
2,595.00
2,595.10
2,570.26
2,520.90
2,523.84
2,484.52
2,576.49
2,576.43
2,576.16
2,576.16
2,680.87
2,570.39
2,576.11
2,570.39
2,635.61
2,635.77
2,638.01
2,638.01
2,636.39
2,635.74
2,563.71
2,400.12
2,430.76
2,430.92
2,430.62
2,467.90
2,470.35
2,465.38
2,466.83
2,467.27
2,467.27
Pr.(mH2O)
63.59
20.35
4.76
4.73
77.84
77.95
5.25
30.44
2.84
52.51
15.46
15.40
4.15
4.15
108.65
33.92
21.07
83.22
39.03
39.69
7.00
6.99
36.32
23.69
69.17
53.01
78.60
78.76
51.92
44.51
59.83
110.46
108.41
82.10
82.10
Page7of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,580.72
2,568.39
2,521.77
2,521.74
2,595.00
2,595.10
2,570.26
2,520.90
2,523.84
2,484.52
2,576.49
2,576.43
2,576.16
2,576.16
2,680.87
2,570.39
2,576.11
2,570.39
2,635.61
2,635.77
2,638.01
2,638.01
2,636.39
2,635.74
2,563.71
2,400.12
2,430.76
2,430.92
2,430.62
2,467.90
2,470.35
2,465.38
2,466.83
2,467.27
2,467.27
63.59
20.35
4.76
4.73
77.84
77.95
5.25
30.44
2.84
52.51
15.46
15.40
4.15
4.15
108.65
33.92
21.07
83.22
39.03
39.69
7.00
6.99
36.32
23.69
69.17
53.01
78.60
78.76
51.92
44.51
59.83
110.46
108.41
82.10
82.10
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,583.74
2,556.75
2,520.94
2,520.90
2,588.77
2,588.92
2,553.36
2,487.71
2,495.66
2,390.60
2,580.08
2,579.80
2,578.59
2,578.59
2,627.35
2,556.60
2,578.59
2,549.02
2,622.03
2,622.49
2,634.73
2,634.71
2,627.11
2,624.07
2,300.12
2,348.98
2,395.68
2,395.93
2,395.36
2,453.32
2,457.79
2,417.36
2,451.16
2,451.99
2,451.99
66.61
8.74
3.93
3.89
71.63
71.78
11.61
2.68
25.29
41.21
19.05
18.76
6.58
6.58
55.24
20.16
23.54
61.89
25.48
26.43
3.72
3.70
27.06
12.05
193.89
1.97
43.59
43.84
16.72
29.96
47.29
62.53
92.78
66.85
66.86
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J246
J247
J248
J249
J250
J251
J252
J253
J254
J255
J256
J257
J258
J259
J260
J261
J262
J263
J264
J265
J266
J267
J268
J269
J270
J271
J272
J273
J274
J275
J276
J277
J278
J279
J280
2,424
2,419
2,427
2,427
2,442
2,410
2,391
2,390
2,410
2,423
2,423
2,418
2,431
2,409
2,430
2,435
2,433
2,433
2,390
2,433
2,493
2,481
2,477
2,465
2,473
2,439
2,464
2,450
2,432
2,407
2,407
2,637
2,553
2,520
2,490
2,467.71
2,467.25
2,467.53
2,467.53
2,467.52
2,470.38
2,470.81
2,470.80
2,469.95
2,470.54
2,470.50
2,433.51
2,471.92
2,467.18
2,472.97
2,471.88
2,472.22
2,472.25
2,470.86
2,472.48
2,496.38
2,502.53
2,496.61
2,496.49
2,496.55
2,496.50
2,496.53
2,496.51
2,496.47
2,410.65
2,480.37
2,638.83
2,574.14
2,522.40
2,571.06
43.625
48.153
40.644
40.045
25.964
60.254
80.144
80.642
59.526
47.443
47.404
15.677
40.833
58.064
43.086
36.807
39.146
39.17
80.693
39.006
3.37
21.49
19.374
31.429
23.207
57.082
32.761
46.612
64.341
3.641
73.222
1.83
21.094
2.399
80.896
2,467.73
2,467.27
2,467.54
2,467.54
2,467.53
2,470.39
2,470.82
2,470.82
2,469.97
2,470.57
2,470.53
2,433.57
2,471.93
2,467.19
2,472.99
2,471.89
2,472.24
2,472.27
2,470.87
2,472.50
2,496.38
2,502.53
2,496.61
2,496.49
2,496.55
2,496.50
2,496.53
2,496.51
2,496.47
2,410.65
2,504.41
2,638.83
2,574.14
2,522.40
2,571.06
Pr.(mH2O)
43.64
48.17
40.66
40.06
25.98
60.27
80.16
80.66
59.55
47.48
47.44
15.74
40.85
58.08
43.10
36.82
39.16
39.19
80.71
39.02
3.37
21.49
19.37
31.43
23.21
57.08
32.76
46.61
64.34
3.64
97.22
1.83
21.09
2.40
80.90
Page8of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,467.73
2,467.27
2,467.54
2,467.54
2,467.53
2,470.39
2,470.82
2,470.82
2,469.97
2,470.57
2,470.53
2,433.57
2,471.93
2,467.19
2,472.99
2,471.89
2,472.24
2,472.27
2,470.87
2,472.50
2,496.38
2,502.53
2,496.61
2,496.49
2,496.55
2,496.50
2,496.53
2,496.51
2,496.47
2,410.65
2,504.41
2,638.83
2,574.14
2,522.40
2,571.06
43.64
48.17
40.66
40.06
25.98
60.27
80.16
80.66
59.55
47.48
47.44
15.74
40.85
58.08
43.10
36.82
39.16
39.19
80.71
39.02
3.37
21.49
19.37
31.43
23.21
57.08
32.76
46.61
64.34
3.64
97.22
1.83
21.09
2.40
80.90
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,452.96
2,451.99
2,452.53
2,452.53
2,452.50
2,457.86
2,458.59
2,458.58
2,450.96
2,448.13
2,448.09
2,428.59
2,461.62
2,451.41
2,464.76
2,359.04
2,462.94
2,463.06
2,458.76
2,463.89
2,496.45
2,496.85
2,481.69
2,471.73
2,476.80
2,476.62
2,472.40
2,466.64
2,456.68
2,412.37
2,483.85
2,639.29
2,572.16
2,491.73
2,560.10
28.90
32.92
25.68
25.08
10.98
47.76
67.95
68.44
40.58
25.08
25.04
10.77
30.56
42.33
34.89
75.81
29.88
30.00
68.62
30.43
3.44
15.82
4.48
6.72
3.49
37.25
8.68
16.80
24.63
5.36
76.70
2.29
19.12
28.22
69.96
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD1NodesatScenariowithFireFightingFlowatPeakHour
Common
Averagedaydemand
FCV66,FCV71,FCV72andFCV73
setclosed
J281
J282
J283
J284
J285
J286
J287
J288
J289
J290
J291
J292
J293
J294
2,485
2,443
2,628
2,393
2,424
2,386
2,390
2,330
2,385
2,318
2,380
2,378
2,489
2,485
2,520.18
2,563.71
2,636.34
2,398.04
2,505.50
2,479.38
2,479.29
2,396.16
2,391.68
2,369.76
2,390.10
2,390.10
2,491.24
2,491.50
35.107
120.968
8.32
5.531
81.332
93.188
89.605
66.028
6.666
52.15
10.08
12.575
2.238
6.487
2,520.18
2,563.71
2,636.34
2,398.08
2,505.50
2,481.96
2,481.96
2,396.16
2,391.69
2,369.76
2,390.10
2,390.10
2,491.24
2,491.50
Pr.(mH2O)
35.11
120.97
8.32
5.57
81.33
95.77
92.27
66.03
6.68
52.15
10.08
12.58
2.24
6.49
Page9of9
FCV73setclosed
CalculatedHG(m) Pr.(mH2O)
2,520.18
2,563.71
2,636.34
2,398.08
2,505.50
2,481.96
2,481.96
2,396.16
2,391.69
2,369.76
2,390.10
2,390.10
2,491.24
2,491.50
35.11
120.97
8.32
5.57
81.33
95.77
92.27
66.03
6.68
52.15
10.08
12.58
2.24
6.49
FireFightingFlow
CalculatedHG(m)
Pr.(mH2O)
2,513.48
2,317.24
2,624.15
2,388.21
2,491.31
2,474.71
2,474.43
2,277.16
2,389.75
2,261.95
2,397.93
2,397.78
2,491.01
2,483.99
28.42
125.00
3.84
4.28
67.18
88.53
84.76
52.73
4.74
55.44
17.90
20.24
2.01
1.01
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P16
P18
P20
P27
P29
P30
P31
P33
P34
P35
P36
P37
P38
P39
P44
P45
P46
P52
P53
P54
p55(2)
67.05
2,738.59
67.05
910.65
233.65
80.81
67.05
1,827.95
166.53
991.45
67.12
1,185.82
67.12
598.79
252.62
819.11
252.62
988.31
410.49
1,010.78
77.8
60.95
63.93
60.95
22.18
168.72
83.35
211.5
83.35
0
70.17
353.13
0
0
0
12.10
2.65
4.96
1.77
1.74
0.01
12.10
2.65
0.89
0.40
12.10
1.19
4.96
0.82
2.97
0.60
0.60
1.03
2.21
1.08
43.21
14.98
30.01
14.99
4.23
3.38
0.40
5.13
26.69
0.00
1.98
13.26
0.00
0.00
0.00
1.37
1.78
0.95
1.16
0.83
0.07
1.37
1.62
0.59
0.64
1.37
1.05
0.95
0.76
1.29
0.72
0.5
0.87
0.82
0.89
2.48
1.24
2.03
1.24
0.71
0.86
0.29
1.08
1.7
0
0.56
1.8
0
0
0
67.05
2,738.60
67.05
910.65
233.65
80.81
67.05
1,827.95
166.53
991.45
67.12
1,185.82
67.12
598.79
250.65
819.11
250.65
988.31
408.46
1,010.78
77.8
58.83
63.93
58.83
22.18
166.64
83.35
211.5
83.35
0
70.17
353.13
0
0
0
12.1
2.65
4.96
1.77
1.74
0.01
12.1
2.65
0.89
0.4
12.1
1.19
4.96
0.82
2.93
0.6
0.6
1.03
2.19
1.08
43.21
14.04
30.01
14.04
4.23
3.3
0.4
5.13
26.69
0
1.98
13.26
0
0
0
1.37
1.78
0.95
1.16
0.83
0.07
1.37
1.62
0.59
0.64
1.37
1.05
0.95
0.76
1.28
0.72
0.50
0.87
0.81
0.89
2.48
1.20
2.03
1.20
0.71
0.85
0.29
1.08
1.70
0.00
0.56
1.80
0.00
0.00
0.00
67.05
2,738.60
67.05
910.65
233.65
80.81
67.05
1,827.95
166.53
991.45
67.12
1,185.82
67.12
598.79
250.65
819.11
250.65
988.31
408.46
1,010.78
77.8
58.83
63.93
58.83
22.18
166.64
83.35
211.5
83.35
0
70.17
353.13
0
0
0
12.10
2.65
4.96
1.77
1.74
0.01
12.10
2.65
0.89
0.40
12.10
1.19
4.96
0.82
2.93
0.60
0.60
1.03
2.19
1.08
43.21
14.04
30.01
14.04
4.23
3.30
0.40
5.13
26.69
0.00
1.98
13.26
0.00
0.00
0.00
1.37
1.78
0.95
1.16
0.83
0.07
1.37
1.62
0.59
0.64
1.37
1.05
0.95
0.76
1.28
0.72
0.50
0.87
0.81
0.89
2.48
1.20
2.03
1.20
0.71
0.85
0.29
1.08
1.70
0.00
0.56
1.80
0.00
0.00
0.00
64.02
1,528.54
64.02
1,528.54
232.70
0.00
64.02
0.00
168.58
1,528.54
64.12
1,393.05
64.12
1,915.73
472.75
0.00
472.75
0.00
784.13
1,357.30
87.06
101.39
67.50
101.39
9.47
415.69
84.38
172.38
84.38
0.00
69.89
191.39
0.00
0.00
0.00
Page1of14
HL
Gradient V(m/s)
(m/km)
16.47
1.3
1.09
0.99
6.75
0.91
5.63
1.95
2.53
0.82
0
0
16.37
1.3
0
0
1.38
0.6
1.09
0.99
16.47
1.31
1.95
1.23
6.75
0.91
8.54
2.44
22.76
2.41
0
0
1.89
0.94
0
0
7.32
1.56
1.86
1.2
53.21
2.77
38.5
2.07
33.24
2.15
38.48
2.07
0.88
0.3
17.94
2.12
0.4
0.3
3.51
0.88
27.38
1.72
0
0
1.96
0.56
4.26
0.97
0
0
0
0
0
0
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
P56
P57
P58
P59
P60
P61
P62
P63
P64
P65
P66
P68
P69
P70
P71
P72
P73
P74
P75
P85
P118
P120
P126
P127
P130
P139
P163
P177
P178
P179
P185
P186
P187
P188
P189
83.18
83.35
83.18
83.18
410.49
12.4
21.91
0
27.02
342.61
27.02
0
7.8
19.53
6.42
4.06
312.43
282.61
282.61
0
0
5.13
607.8
652.24
648.26
324.18
324.18
324.18
0
0
0
0
326.19
0
326.19
10.91
11.01
26.69
10.96
2.18
9.48
0.54
0.00
4.13
0.89
1.71
0.00
2.48
21.95
1.73
1.49
0.75
0.62
0.64
0.00
0.00
1.85
2.57
1.16
1.15
0.33
4.66
11.36
0.00
0.00
0.00
0.00
14.24
0.00
14.21
1.18
1.18
1.69
1.18
0.82
0.7
0.23
0
0.55
0.54
0.38
0
0.44
1.11
0.36
0.23
0.49
0.44
0.44
0
0
0.29
0.96
0.83
0.83
0.41
1.15
1.65
0
0
0
0
1.66
0
1.66
83.18
83.35
83.18
83.18
408.46
13.35
22.86
0
27.01
342.61
27.01
0
7.8
18.82
6.42
2.98
312.43
282.61
282.61
0
0
2.49
607.8
625.71
621.73
310.91
310.91
310.91
0
0
0
0
148.25
0
148.25
10.91
11.01
26.69
10.96
2.18
10.86
0.59
0
4.13
0.89
1.71
0
5.71
20.46
1.95
0.84
0.75
0.62
0.64
0
0
0.48
2.57
1.08
1.06
0.3
4.32
10.47
0
0
0
0
3.3
0
3.31
1.18
1.18
1.69
1.18
0.81
0.76
0.24
0.00
0.55
0.54
0.38
0.00
0.44
1.06
0.36
0.17
0.49
0.44
0.44
0.00
0.00
0.14
0.96
0.80
0.79
0.40
1.10
1.58
0.00
0.00
0.00
0.00
0.76
0.00
0.76
83.18
83.35
83.18
83.18
408.46
13.35
22.86
0
27.01
342.61
27.01
0
7.8
18.82
6.42
2.98
312.43
282.61
282.61
0
0
2.49
607.8
625.71
621.73
310.91
310.91
310.91
0
0
0
0
148.25
0
148.25
10.91
11.01
26.69
10.96
2.18
10.86
0.59
0.00
4.13
0.89
1.71
0.00
2.48
20.46
1.73
0.84
0.75
0.62
0.64
0.00
0.00
0.48
2.57
1.08
1.06
0.30
4.32
10.47
0.00
0.00
0.00
0.00
3.30
0.00
3.31
1.18
1.18
1.69
1.18
0.81
0.76
0.24
0.00
0.55
0.54
0.38
0.00
0.44
1.06
0.36
0.17
0.49
0.44
0.44
0.00
0.00
0.14
0.96
0.80
0.79
0.40
1.10
1.58
0.00
0.00
0.00
0.00
0.76
0.00
0.76
Page2of14
HL
Gradient V(m/s)
(m/km)
84.20
11.21
1.19
84.38
11.26
1.19
84.20
27.29
1.72
84.20
11.21
1.19
784.13
7.34
1.56
23.49
30.91
1.33
38.43
1.54
0.4
0.00
0
0
14.79
1.34
0.3
462.39
1.55
0.73
14.79
0.56
0.21
0.00
0
0
11.00
4.68
0.62
11.98
8.86
0.68
9.05
3.27
0.51
5.04
2.22
0.28
417.89
1.29
0.66
334.22
0.85
0.53
334.22
0.84
0.53
0.00
0
0
0.00
0
0
14.68
12.93
0.83
1,911.59
21.5
3
711.02
1.36
0.91
704.78
1.34
0.9
352.44
0.37
0.45
352.44
5.41
1.25
352.44
13.2
1.79
0.00
0
0
0.00
0
0
0.00
0
0
0.00
0
0
317.74
13.57
1.62
0.00
0
0
317.74
13.54
1.62
Q(l/s)
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
P190
P196
P199
P200
P202
P203
P211
P212
P214
P240
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P256
P257
P258
P259
P261
P262
P265
P266
P267
P268
P269
P270
P271
P277
163.05
163.05
163.14
163.14
163.14
163.05
13.87
326.19
551.54
43.02
34.6
20.18
5.76
43.02
498.12
20.15
5.46
31.43
25.97
31.43
22.62
10.38
68.43
68.43
33.19
33.19
150.61
48.99
48.99
0
0
0
64.37
64.37
45
47.48
47.48
3.94
47.53
47.53
11.68
7.20
42.23
2.15
23.32
9.63
3.55
0.35
23.32
1.78
23.24
2.07
36.51
25.64
52.93
17.81
4.21
34.07
34.03
14.39
14.42
1.13
0.99
1.01
0.00
0.00
0.00
61.17
20.63
250.16
2.31
2.31
0.83
2.31
2.31
1.3
0.78
2.6
0.87
1.37
1.1
0.64
0.18
1.37
0.78
1.14
0.31
1.78
1.47
1.78
1.28
0.59
2.18
2.18
1.06
1.06
0.53
0.39
0.39
0
0
0
2.05
1.31
3.67
74.11
74.11
74.15
74.15
74.15
74.11
13.87
148.25
551.57
43.02
34.6
20.18
5.76
43.02
498.15
20.2
5.41
31.38
25.97
31.38
22.62
10.38
68.38
68.38
33.19
33.19
150.56
48.99
48.99
0
0
0
64.37
64.37
45
11.01
11.01
0.93
11.01
11.01
2.75
7.2
9.8
2.15
23.32
9.63
3.55
0.35
23.32
1.78
23.35
2.04
36.41
25.64
52.78
17.81
4.21
34.02
34.03
14.44
14.42
1.13
1.04
1.01
0
0
0
61.17
20.63
250.16
1.05
1.05
0.38
1.05
1.05
0.59
0.78
1.18
0.87
1.37
1.10
0.64
0.18
1.37
0.78
1.14
0.31
1.78
1.47
1.78
1.28
0.59
2.18
2.18
1.06
1.06
0.53
0.39
0.39
0.00
0.00
0.00
2.05
1.31
3.67
74.11
74.11
74.15
74.15
74.15
74.11
13.87
148.25
551.57
43.02
34.6
20.18
5.76
43.02
498.15
20.2
5.41
31.38
25.97
31.38
22.62
10.38
68.38
68.38
33.19
33.19
150.56
48.99
48.99
0
0
0
64.37
64.37
45
11.01
11.01
0.93
11.01
11.01
2.75
7.20
9.80
2.15
23.32
9.63
3.55
0.35
23.32
1.78
23.35
2.04
36.41
25.64
52.78
17.81
4.21
34.02
34.03
14.44
14.42
1.13
1.04
1.01
0.00
0.00
0.00
61.17
20.63
250.16
1.05
1.05
0.38
1.05
1.05
0.59
0.78
1.18
0.87
1.37
1.10
0.64
0.18
1.37
0.78
1.14
0.31
1.78
1.47
1.78
1.28
0.59
2.18
2.18
1.06
1.06
0.53
0.39
0.39
0.00
0.00
0.00
2.05
1.31
3.67
Page3of14
HL
Gradient V(m/s)
(m/km)
158.83
45.24
2.25
158.83
45.19
2.25
158.91
3.76
0.81
158.91
45.24
2.25
158.91
45.29
2.25
158.83
11.16
1.26
19.56
13.6
1.11
317.74
40.22
2.53
1,454.74
12.96
2.29
115.01
144.1
3.66
103.14
72.83
3.28
82.80
48.5
2.64
62.47
28.78
1.99
115.01
144.12
3.66
1,325.07
10.9
2.08
18.37
19.57
1.04
25.68
36.43
1.45
70.35
162.37
3.98
44.67
70.02
2.53
70.35
235.5
3.98
34.16
38.2
1.93
58.08
102.09
3.29
166.58
176.99
5.3
166.58
176.96
5.3
46.80
27.24
1.49
46.80
27.26
1.49
339.87
5.08
1.2
77.29
2.33
0.62
77.29
2.36
0.62
0.00
0
0
0.00
0
0
0.00
0
0
110.72
167.03
3.52
110.72
56.33
2.26
77.40
683
6.31
Q(l/s)
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
P278
P279
P280
P281
P282
P298
P299
P303
P307
P309
P310
P311
P313
P315
P316
P317
P333
P343
P348
P351
P352
P353
P355
P358
P359
P360
P364
P365
P366
P367
P381
P395
P411
P412
P413
19.37
44.66
44.66
44.66
8.74
32.56
12.32
14.48
14.48
51.52
43.82
43.82
465.35
25.08
4.47
10.12
10.12
8.56
13.41
7.49
440.27
431.71
11.87
11.87
402.74
44.36
21.23
9.92
11.31
11.31
0
11.31
11.31
331.36
220.82
26.87
25.00
25.00
24.99
3.06
8.61
5.78
1.92
7.79
1.11
24.11
24.13
1.57
3.62
1.78
1.59
1.60
0.40
2.69
0.92
1.42
1.37
2.18
2.15
1.20
8.33
1.31
0.95
1.24
1.21
0.00
1.24
1.21
0.84
11.55
1.1
1.42
1.42
1.42
0.49
1.04
0.7
0.46
0.82
0.41
1.39
1.39
0.73
0.51
0.25
0.32
0.32
0.17
0.43
0.24
0.69
0.68
0.38
0.38
0.63
0.9
0.43
0.32
0.36
0.36
0
0.36
0.36
0.52
1.39
19.37
44.66
44.66
44.66
8.74
32.56
12.32
14.48
14.48
51.52
43.82
43.82
465.33
25.08
4.47
10.12
10.12
8.56
13.41
7.49
440.25
431.69
11.87
11.87
402.72
44.36
21.23
9.92
11.31
11.31
0
11.31
11.31
331.35
220.82
26.87
25
24.99
25
3.06
8.61
5.78
1.92
7.79
1.11
24.16
24.13
1.57
3.62
1.78
1.59
1.6
0.4
2.69
0.92
1.42
1.37
2.13
2.15
1.2
8.33
1.31
0.95
1.24
1.21
0
1.24
1.21
0.84
11.55
1.10
1.42
1.42
1.42
0.49
1.04
0.70
0.46
0.82
0.41
1.39
1.39
0.73
0.51
0.25
0.32
0.32
0.17
0.43
0.24
0.69
0.68
0.38
0.38
0.63
0.90
0.43
0.32
0.36
0.36
0.00
0.36
0.36
0.52
1.39
19.37
44.66
44.66
44.66
8.74
32.56
12.32
14.48
14.48
51.52
43.82
43.82
465.33
25.08
4.47
10.12
10.12
8.56
13.41
7.49
440.25
431.69
11.87
11.87
402.72
44.36
21.23
9.92
11.31
11.31
0
11.31
11.31
331.35
220.82
26.87
25.00
24.99
25.00
3.06
8.61
5.78
1.92
7.79
1.11
24.16
24.13
1.57
3.62
1.78
1.59
1.60
0.40
2.69
0.92
1.42
1.37
2.13
2.15
1.20
8.33
1.31
0.95
1.24
1.21
0.00
1.24
1.21
0.84
11.55
1.10
1.42
1.42
1.42
0.49
1.04
0.70
0.46
0.82
0.41
1.39
1.39
0.73
0.51
0.25
0.32
0.32
0.17
0.43
0.24
0.69
0.68
0.38
0.38
0.63
0.90
0.43
0.32
0.36
0.36
0.00
0.36
0.36
0.52
1.39
33.32
71.19
71.19
71.19
15.03
50.38
18.60
21.86
21.86
88.61
75.37
75.37
1,232.42
49.62
6.30
28.52
28.52
115.94
88.96
10.56
1,182.80
1,066.86
62.93
62.93
935.07
201.55
77.30
61.35
15.95
15.95
0.00
15.95
15.95
718.74
405.57
Page4of14
HL
Gradient V(m/s)
(m/km)
73.36
1.89
59.28
2.27
59.27
2.27
59.27
2.27
8.35
0.85
19.32
1.6
12.4
1.05
4.12
0.7
16.72
1.24
3.04
0.71
65.88
2.4
65.88
2.4
9.53
1.94
12.75
1.01
3.36
0.36
10.91
0.91
10.89
0.91
49.31
2.36
89.56
2.83
1.73
0.34
8.83
1.86
7.3
1.68
47.18
2
47.18
2
5.72
1.47
137.32
4.11
14.4
1.57
27.83
1.95
2.28
0.51
2.29
0.51
0
0
2.33
0.51
2.3
0.51
3.51
1.13
35.61
2.55
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
P417
P429
P430
P431
P445
P88
P89
P297
P374
P375
P376
P377
P105
P264
P292
P388
P396
P424
P425
P432
P464
P473
P474
P15
P17
P19
P21
P22
P23
P24
P25
P26
P28
P32
P40
227.89
227.89
54.55
54.55
147.34
45.55
45.55
9.29
4.76
4.76
138.53
9.89
128.64
58.42
6.47
6.47
2.06
0.27
0.27
12.24
12.24
4.41
27.02
22.84
10.55
12.29
30.82
30.82
21.43
11.89
2.35
22.89
22.89
13.36
13.36
12.25
12.25
2.38
2.37
4.42
16.02
16.03
0.84
1.64
1.61
8.64
0.25
11.61
3.35
0.10
3.53
0.41
0.00
0.00
0.79
9.23
1.73
12.28
8.98
7.01
2.83
12.55
12.57
7.98
2.68
0.13
0.60
0.59
0.20
0.25
1.43
1.43
0.57
0.57
0.93
1.45
1.45
0.3
0.27
0.27
1.1
0.14
1.34
0.61
0.09
0.37
0.12
0.01
0.01
0.25
0.69
0.25
0.86
0.73
0.6
0.39
0.98
0.98
0.68
0.38
0.07
0.24
0.24
0.14
0.14
227.89
227.89
54.55
54.55
147.34
46.01
46.01
9.29
5.22
5.22
140.54
10.44
130.1
59.88
6.98
6.98
2.11
1.29
1.29
12.24
12.24
4.87
27.01
22.83
10.55
12.28
30.84
30.84
21.43
11.89
2.35
22.82
22.82
13.26
13.26
12.25
12.25
2.38
2.37
4.42
16.37
16.34
0.84
1.93
1.91
8.88
0.3
11.86
3.5
0.15
4.06
0.45
0.02
0
0.74
9.23
2.08
12.24
8.93
7.01
2.88
12.55
12.59
7.98
2.68
0.13
0.6
0.59
0.2
0.25
1.43
1.43
0.57
0.57
0.93
1.46
1.46
0.30
0.30
0.30
1.12
0.15
1.35
0.62
0.10
0.39
0.12
0.04
0.04
0.25
0.69
0.28
0.86
0.73
0.60
0.39
0.98
0.98
0.68
0.38
0.07
0.24
0.24
0.14
0.14
227.89
227.89
54.55
54.55
147.34
46.01
46.01
9.29
5.22
5.22
140.54
10.44
130.1
59.88
6.98
6.98
2.11
1.29
1.29
12.24
12.24
4.87
27.01
22.83
10.55
12.28
30.84
30.84
21.43
11.89
2.35
22.82
22.82
13.26
13.26
12.25
12.25
2.38
2.37
4.42
16.37
16.34
0.84
1.93
1.91
8.88
0.30
11.86
3.50
0.15
4.06
0.45
0.02
0.00
0.74
9.23
2.08
12.24
8.93
7.01
2.88
12.55
12.59
7.98
2.68
0.13
0.60
0.59
0.20
0.25
1.43
1.43
0.57
0.57
0.93
1.46
1.46
0.30
0.30
0.30
1.12
0.15
1.35
0.62
0.10
0.39
0.12
0.04
0.04
0.25
0.69
0.28
0.86
0.73
0.60
0.39
0.98
0.98
0.68
0.38
0.07
0.24
0.24
0.14
0.14
420.34
420.34
122.19
122.19
253.43
112.01
112.01
55.94
5.86
5.86
226.95
18.38
208.57
98.33
12.74
12.74
5.47
0.49
0.49
21.05
21.05
7.26
14.79
8.89
14.88
55.18
44.65
44.65
36.13
19.72
3.31
44.68
44.68
31.95
31.95
Page5of14
HL
Gradient V(m/s)
(m/km)
38.05
2.64
38.05
2.64
10.57
1.27
10.56
1.27
12.01
1.59
84.83
3.57
84.87
3.57
23.45
1.78
2.38
0.33
2.36
0.33
21.57
1.81
0.84
0.26
28.42
2.17
8.78
1.02
0.4
0.18
12.37
0.72
2.6
0.31
0
0.02
0
0.02
2.08
0.43
25.21
1.19
4.37
0.41
4.02
0.47
1.54
0.28
13.25
0.84
45.99
1.76
24.95
1.42
24.98
1.42
21
1.15
6.84
0.63
0.25
0.11
2.03
0.46
2.04
0.46
1.09
0.33
1.09
0.33
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
P41
P42
P43
P47
P48
P49
P50
P51
P67
P76
P77
P78
P79
P80
P81
P82
P83
P84
P86
P87
P90
P91
P92
P93
P94
P95
P96
P97
P98
P99
P100
P101
P102
P103
P104
410.84
70.17
0
0
70.17
23.71
23.71
46.86
46.86
5.33
8.03
16.9
16.9
13.36
6.27
9.12
18.53
29.01
95.37
41.53
19.63
55.58
55.58
75.21
70.35
65.42
75.21
75.21
0
41.53
41.53
44.46
4.86
4.93
4.93
1.46
7.99
0.00
0.00
8.01
9.62
9.62
0.17
0.16
0.00
0.04
0.18
0.20
0.12
0.11
6.65
6.10
45.64
3.48
0.31
0.94
46.61
46.63
11.34
10.01
8.73
11.33
11.34
0.00
0.31
0.31
4.27
0.51
0.10
0.07
0.82
0.99
0
0
0.99
0.75
0.75
0.17
0.17
0.04
0.06
0.13
0.13
0.11
0.09
0.52
0.59
1.64
0.76
0.21
0.28
1.77
1.77
1.06
1
0.93
1.06
1.06
0
0.21
0.21
0.63
0.15
0.07
0.07
408.92
70.17
0
0
70.17
23.71
23.71
46.85
46.85
5.32
8.03
16.9
16.9
13.35
6.27
9.12
18.56
29.04
95.4
41.53
19.62
55.59
55.59
75.21
70.35
65.42
75.21
75.21
0
41.53
41.53
44.46
4.86
4.93
4.93
1.45
7.99
0
0
8.01
9.62
9.62
0.15
0.16
0
0.04
0.18
0.15
0.11
0.11
6.7
6.14
45.74
3.48
0.31
0.94
46.63
46.63
11.34
10.01
8.73
11.33
11.31
0
0.31
0.31
4.27
0.51
0.05
0.07
0.81
0.99
0.00
0.00
0.99
0.75
0.75
0.17
0.17
0.04
0.06
0.13
0.13
0.11
0.09
0.52
0.59
1.64
0.76
0.21
0.28
1.77
1.77
1.06
1.00
0.93
1.06
1.06
0.00
0.21
0.21
0.63
0.15
0.07
0.07
408.92
70.17
0
0
70.17
23.71
23.71
46.85
46.85
5.32
8.03
16.9
16.9
13.35
6.27
9.12
18.56
29.04
95.4
41.53
19.62
55.59
55.59
75.21
70.35
65.42
75.21
75.21
0
41.53
41.53
44.46
4.86
4.93
4.93
1.45
7.99
0.00
0.00
8.01
9.62
9.62
0.15
0.16
0.00
0.04
0.18
0.15
0.11
0.11
6.70
6.14
45.74
3.48
0.31
0.94
46.63
46.63
11.34
10.01
8.73
11.33
11.31
0.00
0.31
0.31
4.27
0.51
0.05
0.07
0.81
0.99
0.00
0.00
0.99
0.75
0.75
0.17
0.17
0.04
0.06
0.13
0.13
0.11
0.09
0.52
0.59
1.64
0.76
0.21
0.28
1.77
1.77
1.06
1.00
0.93
1.06
1.06
0.00
0.21
0.21
0.63
0.15
0.07
0.07
870.75
69.89
0.00
0.00
69.89
43.38
43.38
171.10
171.10
99.67
1.90
63.30
63.30
101.58
41.05
11.75
10.53
24.20
230.90
71.43
60.53
68.83
68.83
129.36
121.00
112.52
129.36
129.36
0.00
71.43
71.43
76.47
8.36
8.48
8.48
Page6of14
HL
Gradient V(m/s)
(m/km)
5.88
1.73
7.94
0.99
0
0
0
0
7.95
0.99
29.44
1.38
29.46
1.38
1.76
0.61
1.77
0.61
4.69
0.79
0
0.02
2.03
0.5
1.98
0.5
4.87
0.81
3.69
0.58
10.62
0.66
2.12
0.34
32.62
1.37
17.9
1.84
0.85
0.36
7.57
0.86
69.25
2.19
69.3
2.19
30.93
1.83
27.32
1.71
23.91
1.59
30.92
1.83
30.91
1.83
0
0
0.86
0.36
0.85
0.36
11.66
1.08
1.4
0.27
0.2
0.12
0.2
0.12
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P119
P121
P122
P123
P124
P125
P128
P129
P131
P132
P133
P134
P135
P136
P137
P138
P140
P141
P142
P143
P144
P145
P146
20.96
20.96
134.16
28.26
56.59
61.68
61.68
56.1
56.1
6.34
6.34
7.59
7.59
9.71
101.69
10.08
10.08
62.44
83.69
87.04
21.25
21.25
7.13
7.13
7.13
7.13
4.07
11.45
11.45
8.12
16.9
16.9
3.33
28.26
28.26
7.69
7.66
6.55
3.57
13.07
0.60
15.33
16.00
14.88
0.84
0.84
4.66
4.74
7.48
4.88
8.01
8.04
57.83
3.40
3.66
2.68
2.58
0.40
0.35
0.89
0.83
0.30
10.17
10.15
5.37
5.16
5.12
1.03
0.69
3.57
0.67
0.67
1.07
0.58
1.15
0.31
1.26
1.14
1.14
0.2
0.2
0.43
0.43
0.55
0.81
0.57
0.57
1.99
0.67
0.69
0.43
0.43
0.15
0.15
0.23
0.23
0.13
0.65
0.65
0.46
0.54
0.54
0.19
0.29
0.58
20.96
20.96
134.16
28.26
56.59
61.68
61.68
56.1
56.1
6.34
6.34
7.59
7.59
9.71
101.69
10.08
10.08
62.44
83.69
87.04
21.25
21.25
7.13
7.13
7.13
7.13
4.07
11.45
11.45
8.12
16.9
16.9
3.33
28.26
28.26
7.69
7.66
6.55
3.57
13.07
0.6
15.33
16
14.88
0.84
0.84
4.66
4.74
7.48
4.88
8.01
8.04
57.83
3.4
3.66
2.68
2.58
0.4
0.35
0.89
0.83
0.3
10.17
10.15
5.37
5.16
5.12
1.03
0.69
3.57
0.67
0.67
1.07
0.58
1.15
0.31
1.26
1.14
1.14
0.20
0.20
0.43
0.43
0.55
0.81
0.57
0.57
1.99
0.67
0.69
0.43
0.43
0.15
0.15
0.23
0.23
0.13
0.65
0.65
0.46
0.54
0.54
0.19
0.29
0.58
20.96
20.96
134.16
28.26
56.59
61.68
61.68
56.1
56.1
6.34
6.34
7.59
7.59
9.71
101.69
10.08
10.08
62.44
83.69
87.04
21.25
21.25
7.13
7.13
7.13
7.13
4.07
11.45
11.45
8.12
16.9
16.9
3.33
28.26
28.26
7.69
7.66
6.55
3.57
13.07
0.60
15.33
16.00
14.88
0.84
0.84
4.66
4.74
7.48
4.88
8.01
8.04
57.83
3.40
3.66
2.68
2.58
0.40
0.35
0.89
0.83
0.30
10.17
10.15
5.37
5.16
5.12
1.03
0.69
3.57
0.67
0.67
1.07
0.58
1.15
0.31
1.26
1.14
1.14
0.20
0.20
0.43
0.43
0.55
0.81
0.57
0.57
1.99
0.67
0.69
0.43
0.43
0.15
0.15
0.23
0.23
0.13
0.65
0.65
0.46
0.54
0.54
0.19
0.29
0.58
36.05
36.05
128.15
27.10
54.27
32.21
32.21
47.53
47.53
30.92
30.92
15.78
15.78
19.53
151.28
7.67
7.67
78.45
117.07
123.00
38.62
38.62
14.62
14.62
14.62
14.62
4.42
19.46
19.46
13.80
26.23
26.23
5.66
27.10
27.10
Page7of14
HL
Gradient V(m/s)
(m/km)
20.89
1.15
20.91
1.15
6.02
1.02
3.37
0.55
12.09
1.11
0.1
0.16
4.61
0.66
11.77
0.97
10.91
0.97
15.78
0.98
15.74
0.98
18.36
0.89
18.38
0.89
27.29
1.11
10.18
1.2
4.83
0.43
4.86
0.43
88.25
2.5
6.33
0.93
6.94
0.98
8.04
0.79
8.04
0.79
1.29
0.3
1.33
0.3
3.08
0.47
3.16
0.47
0.35
0.14
27.14
1.1
27.12
1.1
14.35
0.78
11.61
0.84
11.61
0.84
2.75
0.32
0.64
0.28
3.37
0.55
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
P158
P159
P160
P161
P162
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P180
P181
P182
P183
P184
P191
0
28.33
300.69
28.26
28.26
28.33
28.26
0
36.25
420.73
94.18
94.18
94.18
94.18
0
0
0
94.18
19.8
38.24
19.15
19.15
19.15
19.09
19.09
19.09
38.24
19.06
31.15
18.69
50.89
19.58
13.44
0
0
0.00
10.77
4.06
0.69
3.67
3.57
10.72
0.00
1.38
1.53
3.41
3.35
6.55
13.89
0.00
0.00
0.00
3.40
27.99
23.31
6.47
26.39
64.00
26.19
26.19
63.50
23.32
20.96
52.08
20.22
1.37
6.73
13.66
0.00
0.00
0
0.9
1.06
0.29
0.58
0.58
0.9
0
0.38
0.84
0.75
0.75
0.98
1.33
0
0
0
0.75
1.12
1.22
0.61
1.08
1.56
1.08
1.08
1.56
1.22
1.08
1.76
1.06
0.4
0.62
0.76
0
0
0
28.33
300.69
28.26
28.26
28.33
28.26
0
36.08
418.81
94.18
94.18
94.18
94.18
0
0
0
94.18
19.8
38.24
19.15
19.15
19.15
19.09
19.09
19.09
38.24
19.06
31.15
18.69
50.89
19.58
13.44
0
0
0
10.77
4.06
0.69
3.67
3.57
10.72
0
1.37
1.52
3.41
3.35
6.55
13.79
0
0
0
3.4
27.99
23.31
6.47
26.39
64
26.19
26.19
63.5
23.32
20.96
52.08
20.22
1.37
6.73
13.66
0
0
0.00
0.90
1.06
0.29
0.58
0.58
0.90
0.00
0.38
0.83
0.75
0.75
0.98
1.33
0.00
0.00
0.00
0.75
1.12
1.22
0.61
1.08
1.56
1.08
1.08
1.56
1.22
1.08
1.76
1.06
0.40
0.62
0.76
0.00
0.00
0
28.33
300.69
28.26
28.26
28.33
28.26
0
36.08
418.81
94.18
94.18
94.18
94.18
0
0
0
94.18
19.8
38.24
19.15
19.15
19.15
19.09
19.09
19.09
38.24
19.06
31.15
18.69
50.89
19.58
13.44
0
0
0.00
10.77
4.06
0.69
3.67
3.57
10.72
0.00
1.37
1.52
3.41
3.35
6.55
13.79
0.00
0.00
0.00
3.40
27.99
23.31
6.47
26.39
64.00
26.19
26.19
63.50
23.32
20.96
52.08
20.22
1.37
6.73
13.66
0.00
0.00
0.00
0.90
1.06
0.29
0.58
0.58
0.90
0.00
0.38
0.83
0.75
0.75
0.98
1.33
0.00
0.00
0.00
0.75
1.12
1.22
0.61
1.08
1.56
1.08
1.08
1.56
1.22
1.08
1.76
1.06
0.40
0.62
0.76
0.00
0.00
0.00
27.17
296.72
27.10
27.10
27.17
27.10
0.00
76.62
887.56
86.90
86.90
86.90
86.90
0.00
0.00
0.00
86.90
35.05
46.40
23.24
23.24
23.24
23.16
23.16
23.16
46.40
12.46
53.46
31.77
103.07
42.80
30.11
0.00
0.00
Page8of14
HL
Gradient V(m/s)
(m/km)
0
0
9.97
0.86
3.94
1.05
0.64
0.28
3.27
0.55
3.37
0.55
9.92
0.86
0
0
5.53
0.8
6.09
1.77
2.94
0.69
2.9
0.69
5.66
0.9
11.91
1.23
0
0
0
0
0
0
2.93
0.69
80.57
1.98
33.4
1.48
9.23
0.74
37.7
1.32
91.48
1.89
37.43
1.31
37.41
1.31
90.98
1.89
33.37
1.48
9.54
0.7
141.6
3.03
54.02
1.8
5
0.82
28.72
1.36
60.82
1.7
0
0
0
0
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
P192
P193
P194
P195
P197
P198
P201
P204
P205
P206
P207
P208
P209
P210
P213
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
0
13.44
13.44
6.14
6.14
0
4.41
61.8
16.93
16.93
10.18
1.64
57.22
58.54
1.31
2.77
61.3
120.42
120.42
8.68
8.4
12.13
45.13
0.28
0.04
4.72
15.75
9.17
26.74
6.58
3.38
20.42
3.38
4.31
7.24
0.00
13.69
33.24
3.20
3.20
0.00
0.34
15.38
1.39
1.40
1.62
0.28
39.56
41.26
0.15
0.73
30.99
6.67
6.65
0.41
0.35
0.39
1.08
0.00
0.00
0.48
0.15
0.45
0.41
0.03
0.85
1.01
1.06
0.06
4.34
0
0.76
1.1
0.35
0.35
0
0.14
1.26
0.34
0.34
0.32
0.09
1.82
1.86
0.07
0.16
1.95
0.96
0.96
0.18
0.17
0.17
0.36
0.01
0
0.15
0.13
0.19
0.21
0.05
0.19
0.29
0.19
0.06
0.41
0
13.44
13.44
6.14
6.14
0
4.41
61.8
16.93
16.93
10.18
1.64
57.23
58.54
1.31
2.77
61.31
120.43
120.43
8.68
8.56
12.13
45.13
0.12
0.13
4.72
15.76
9.18
26.74
6.58
3.38
20.43
3.38
4.31
7.21
0
13.69
33.24
3.2
3.2
0
0.34
15.38
1.39
1.4
1.62
0.28
39.57
41.26
0.15
0.73
31
6.67
6.65
0.41
0.4
0.39
1.08
0
0
0.49
0.15
0.45
0.41
0.03
0.85
1.01
1.06
0.06
4.31
0.00
0.76
1.10
0.35
0.35
0.00
0.14
1.26
0.34
0.34
0.32
0.09
1.82
1.86
0.07
0.16
1.95
0.96
0.96
0.18
0.17
0.17
0.36
0.00
0.01
0.15
0.13
0.19
0.21
0.05
0.19
0.29
0.19
0.06
0.41
0
13.44
13.44
6.14
6.14
0
4.41
61.8
16.93
16.93
10.18
1.64
57.23
58.54
1.31
2.77
61.31
120.43
120.43
8.68
8.56
12.13
45.13
0.12
0.13
4.72
15.76
9.18
26.74
6.58
3.38
20.43
3.38
4.31
7.21
0.00
13.69
33.24
3.20
3.20
0.00
0.34
15.38
1.39
1.40
1.62
0.28
39.57
41.26
0.15
0.73
31.00
6.67
6.65
0.41
0.40
0.39
1.08
0.00
0.00
0.49
0.15
0.45
0.41
0.03
0.85
1.01
1.06
0.06
4.31
0.00
0.76
1.10
0.35
0.35
0.00
0.14
1.26
0.34
0.34
0.32
0.09
1.82
1.86
0.07
0.16
1.95
0.96
0.96
0.18
0.17
0.17
0.36
0.00
0.01
0.15
0.13
0.19
0.21
0.05
0.19
0.29
0.19
0.06
0.41
0.00
30.11
30.11
12.70
12.70
6.68
7.85
147.24
39.04
39.04
23.46
2.82
71.66
73.78
2.13
3.95
77.73
166.44
166.44
12.24
12.4
18.05
68.98
0.16
0.14
6.81
25.46
13.23
41.6
12.24
4.45
27.12
4.45
15.44
23.55
Page9of14
HL
Gradient V(m/s)
(m/km)
0
0
60.82
1.7
147.84
2.45
12.29
0.72
12.29
0.72
3.74
0.38
1
0.25
76.8
3
6.65
0.8
6.57
0.8
7.59
0.75
0.76
0.16
60
2.28
63.33
2.35
0.36
0.12
1.41
0.22
48.11
2.47
12.15
1.32
12.15
1.32
0.77
0.25
0.74
0.25
0.81
0.26
2.38
0.55
0
0
0
0.01
0.96
0.22
0.37
0.2
0.89
0.27
0.93
0.33
0.1
0.1
1.42
0.25
1.71
0.38
1.77
0.25
0.6
0.22
38.57
1.33
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
P235
P236
P237
P238
P239
P241
P242
P254
P255
P260
P263
P272
P273
P274
P275
P276
P283
P284
P285
P286
P287
P288
P289
P290
P291
P293
P294
P295
P296
P300
P301
P302
P304
P305
P306
3.57
3.57
9.52
9.52
9.52
92.03
107.5
15.48
42.28
9.05
9.05
4.67
22.89
44.13
44.13
113.74
113.74
6.31
96.62
96.62
157.87
157.87
67.02
67.02
24.73
24.73
153.32
153.32
16.89
5.21
11.68
2.08
7.52
5.44
2.72
1.17
1.19
1.43
1.44
1.43
95.37
127.18
17.73
22.62
5.26
5.28
1.55
1.25
4.22
0.35
1.64
1.63
2.71
1.20
1.24
3.71
0.38
9.13
9.15
1.49
1.44
42.36
42.37
0.34
0.58
0.36
0.11
0.07
0.09
0.17
0.2
0.2
0.3
0.3
0.3
2.93
3.42
0.88
1.35
0.51
0.51
0.26
0.32
0.62
0.22
0.58
0.58
0.36
0.49
0.49
0.8
0.31
0.95
0.95
0.35
0.35
2.17
2.17
0.18
0.17
0.17
0.07
0.08
0.08
0.09
3.6
3.6
9.4
9.4
9.4
92.01
107.85
15.84
42.18
9.05
9.05
4.67
22.82
44.09
44.09
113.72
113.72
6.29
96.62
96.62
157.81
157.81
66.92
66.92
24.74
24.74
153.32
153.32
16.89
5.21
11.68
2.08
7.52
5.44
2.72
1.19
1.19
1.39
1.39
1.39
95.32
127.92
18.51
22.47
5.26
5.28
1.55
1.24
4.22
0.35
1.64
1.63
2.69
1.2
1.19
3.71
0.38
9.13
9.12
1.44
1.44
42.36
42.37
0.34
0.58
0.36
0.11
0.07
0.09
0.17
0.20
0.20
0.30
0.30
0.30
2.93
3.43
0.90
1.34
0.51
0.51
0.26
0.32
0.62
0.22
0.58
0.58
0.36
0.49
0.49
0.80
0.31
0.95
0.95
0.35
0.35
2.17
2.17
0.18
0.17
0.17
0.07
0.08
0.08
0.09
3.6
3.6
9.4
9.4
9.4
92.01
107.85
15.84
42.18
9.05
9.05
4.67
22.82
44.09
44.09
113.72
113.72
6.29
96.62
96.62
157.81
157.81
66.92
66.92
24.74
24.74
153.32
153.32
16.89
5.21
11.68
2.08
7.52
5.44
2.72
1.19
1.19
1.39
1.39
1.39
95.32
127.92
18.51
22.47
5.26
5.28
1.55
1.24
4.22
0.35
1.64
1.63
2.69
1.20
1.19
3.71
0.38
9.13
9.12
1.44
1.44
42.36
42.37
0.34
0.58
0.36
0.11
0.07
0.09
0.17
0.20
0.20
0.30
0.30
0.30
2.93
3.43
0.90
1.34
0.51
0.51
0.26
0.32
0.62
0.22
0.58
0.58
0.36
0.49
0.49
0.80
0.31
0.95
0.95
0.35
0.35
2.17
2.17
0.18
0.17
0.17
0.07
0.08
0.08
0.09
8.3
8.3
9.73
9.73
9.73
64.61
47.6
17.01
104.46
14.21
14.21
55.17
44.68
102.34
102.34
209.03
209.03
12.56
134.87
134.87
311.37
311.37
147.02
147.02
42.55
42.55
164.1
164.1
182.08
56.4
125.69
3.87
117.95
114.08
56.94
Page10of14
HL
Gradient V(m/s)
(m/km)
5.6
0.47
5.61
0.47
1.49
0.31
1.49
0.31
1.49
0.31
49.54
2.06
28.13
1.52
21.13
0.96
120.6
3.33
12.15
0.8
12.17
0.8
150.09
3.12
4.32
0.63
20.04
1.45
1.67
0.52
5.06
1.06
5.02
1.06
9.69
0.71
2.23
0.69
2.23
0.69
13.06
1.59
1.32
0.62
39.19
2.08
39.19
2.08
3.92
0.6
3.94
0.6
48.04
2.32
48.02
2.32
27.49
1.89
47.89
1.8
29.31
1.78
0.34
0.12
12.3
1.23
24.5
1.61
48.75
1.81
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
P308
P312
P314
P318
P319
P320
P321
P322
P323
P324
P325
P326
P327
P328
P329
P330
P331
P332
P334
P335
P336
P337
P338
P339
P340
P341
P342
P346
P347
P349
P350
P354
P356
P357
P361
607.8
339.9
551.54
551.54
0
0
11.87
166.53
101.35
87.47
324.18
157.93
166.53
595.65
194.36
401.28
407.12
1.06
34.64
19.86
0.95
0.95
10.76
7.2
1.43
5.77
4.13
13.72
18.91
1.64
402.31
4.81
4.81
17.99
17.99
2.57
15.38
1.29
2.13
0.00
0.00
2.15
39.69
0.09
0.07
0.63
2.99
3.30
2.48
0.70
1.19
1.23
0.06
2.17
0.77
0.05
0.05
4.50
0.44
0.09
0.29
0.16
0.59
1.72
0.34
1.20
0.00
1.64
0.40
2.87
0.96
1.73
0.7
0.87
0
0
0.38
2.36
0.16
0.14
0.51
0.8
0.85
0.94
0.51
0.63
0.64
0.06
0.49
0.28
0.05
0.05
0.61
0.23
0.08
0.18
0.13
0.28
0.39
0.13
0.63
0.05
0.27
0.25
0.57
607.8
164.63
551.57
551.57
0
0
11.87
166.53
101.34
87.46
310.91
157.93
166.53
595.65
194.36
401.28
407.12
1.06
34.64
19.86
0.95
0.95
10.76
7.2
1.43
5.77
4.13
13.72
18.91
1.64
402.31
4.81
4.81
17.99
17.99
2.57
4.02
1.29
2.13
0
0
2.15
39.69
0.09
0.07
0.6
2.99
3.3
2.48
0.7
1.19
1.23
0
4.74
0
0
0
6.25
0
0
0
0
0
0
0
1.2
0
1.64
0.4
2.91
0.96
0.84
0.70
0.87
0.00
0.00
0.38
2.36
0.16
0.14
0.49
0.80
0.85
0.94
0.51
0.63
0.64
0.06
0.49
0.28
0.05
0.05
0.61
0.23
0.08
0.18
0.13
0.28
0.39
0.13
0.63
0.05
0.27
0.25
0.57
607.8
164.63
551.57
551.57
0
0
11.87
166.53
101.34
87.46
310.91
157.93
166.53
595.65
194.36
401.28
407.12
1.06
34.64
19.86
0.95
0.95
10.76
7.2
1.43
5.77
4.13
13.72
18.91
1.64
402.31
4.81
4.81
17.99
17.99
2.57
4.02
1.29
2.13
0.00
0.00
2.15
39.69
0.09
0.07
0.60
2.99
3.30
2.48
0.70
1.19
1.23
0.06
2.17
0.77
0.05
0.05
4.50
0.44
0.09
0.29
0.16
0.59
1.72
0.34
1.20
0.00
1.64
0.40
2.87
0.96
0.84
0.70
0.87
0.00
0.00
0.38
2.36
0.16
0.14
0.49
0.80
0.85
0.94
0.51
0.63
0.64
0.06
0.49
0.28
0.05
0.05
0.61
0.23
0.08
0.18
0.13
0.28
0.39
0.13
0.63
0.05
0.27
0.25
0.57
307.12
411.49
1,454.74
1,454.74
0
0
62.93
168.58
297.36
277.79
352.44
153.95
168.57
387.19
135.48
522.68
558.43
1.49
49.42
28.58
1.34
1.34
15.17
10.73
2.02
8.71
6.24
19.35
27.24
2.48
550.87
7.55
7.55
25.37
25.37
Page11of14
HL
Gradient V(m/s)
(m/km)
0.73
0.48
21.9
2.1
7.76
1.85
13
2.29
0
0
0
0
47.18
2
40.58
2.38
0.68
0.47
0.6
0.44
0.78
0.55
2.85
0.78
3.37
0.86
1.12
0.61
0.36
0.35
1.95
0.82
2.2
0.88
0.12
0.08
4.18
0.7
1.52
0.4
0.09
0.08
0.09
0.08
8.5
0.86
0.92
0.34
0.17
0.11
0.63
0.28
0.34
0.2
1.11
0.39
3.37
0.55
0.72
0.2
2.15
0.87
0.05
0.08
3.78
0.43
0.79
0.36
5.42
0.81
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
P362
P363
P368
P369
P370
P371
P372
P373
P378
P379
P380
P382
P383
P384
P385
P386
P387
P389
P390
P391
P392
P393
P394
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
16.81
16.81
16.85
36.26
9.86
9.89
2.98
27.02
22.84
7.76
9.12
7.76
20.83
8.42
12.4
6.37
13.44
13.09
42.28
27.62
27.62
35.18
10.47
0
44.46
70.17
70.17
153.32
11.69
141.63
0
56.59
5.28
7.89
31.31
0.35
10.28
16.68
10.51
6.19
7.73
0.10
12.26
8.98
4.94
47.97
3.97
6.09
1.14
9.46
0.68
13.66
2.58
22.58
12.77
12.77
1.05
0.24
0.00
4.29
19.45
8.04
102.89
0.36
29.40
0.00
2.54
1.95
4.09
12.95
0.24
0.95
0.95
1.15
0.56
0.56
0.09
0.86
0.73
0.44
1.16
0.44
0.66
0.27
0.7
0.2
0.76
0.42
1.35
0.88
0.88
0.37
0.15
0
0.63
1.43
0.99
3.12
0.17
2
0
0.59
0.3
0.45
1
16.81
16.81
16.87
36.72
10.32
10.44
3.53
27.01
22.83
7.76
9.12
7.76
19.43
7.02
13.35
5.42
13.44
12.99
42.18
27.62
27.62
35.18
10.47
0
44.46
70.17
70.17
153.32
11.69
141.63
0
56.59
5.28
7.89
31.31
0.35
10.28
16.73
10.76
6.74
8.56
0.14
12.25
8.97
4.94
47.99
3.97
5.35
0.81
10.84
0.5
13.66
2.54
22.49
12.77
12.77
1.05
0.24
0
4.29
19.45
8.04
102.89
0.36
29.4
0
2.54
1.95
4.09
12.95
0.24
0.95
0.95
1.17
0.58
0.59
0.11
0.86
0.73
0.44
1.16
0.44
0.62
0.22
0.76
0.17
0.76
0.41
1.34
0.88
0.88
0.37
0.15
0.00
0.63
1.43
0.99
3.12
0.17
2.00
0.00
0.59
0.30
0.45
1.00
16.81
16.81
16.87
36.72
10.32
10.44
3.53
27.01
22.83
7.76
9.12
7.76
19.43
7.02
13.35
5.42
13.44
12.99
42.18
27.62
27.62
35.18
10.47
0
44.46
70.17
70.17
153.32
11.69
141.63
0
56.59
5.28
7.89
31.31
0.35
10.28
16.73
10.76
6.74
8.56
0.14
12.25
8.97
4.94
47.99
3.97
5.35
0.81
10.84
0.50
13.66
2.54
22.49
12.77
12.77
1.05
0.24
0.00
4.29
19.45
8.04
102.89
0.36
29.40
0.00
2.54
1.95
4.09
12.95
0.24
0.95
0.95
1.17
0.58
0.59
0.11
0.86
0.73
0.44
1.16
0.44
0.62
0.22
0.76
0.17
0.76
0.41
1.34
0.88
0.88
0.37
0.15
0.00
0.63
1.43
0.99
3.12
0.17
2.00
0.00
0.59
0.30
0.45
1.00
63.24
63.24
75.96
56.08
14.63
18.38
6.5
14.79
8.89
9.83
11.75
9.83
30.21
8.87
23.49
5.97
30.11
50.62
104.46
51.37
51.37
87.95
53.11
0
76.47
69.89
69.89
164.1
19.52
19.01
125.56
54.27
8.98
13.6
60.27
Page12of14
HL
Gradient V(m/s)
(m/km)
4.07
0.89
119.53
3.58
271.38
4.3
23.56
1.79
12.85
0.83
24.39
1.04
0.44
0.21
4.01
0.47
1.57
0.28
7.65
0.56
76.68
1.5
6.15
0.56
12.12
0.96
1.25
0.28
30.89
1.33
0.6
0.19
60.81
1.7
31.53
1.61
120.59
3.33
40.29
1.64
40.29
1.64
5.74
0.91
4.78
0.75
0
0
11.68
1.08
19.35
1.42
7.96
0.99
116.78
3.34
0.93
0.28
0.71
0.27
29.26
1.78
2.35
0.56
5.2
0.51
11.22
0.77
43.54
1.92
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
P409
P410
P414
P415
P416
P418
P419
P420
P421
P422
P423
P426
P427
P428
P433
P434
P435
P436
P437
P438
P439
P440
P441
P442
P443
P444
P446
P447
P448
P449
P450
P451
P452
P453
P454
15.09
7.2
0
25.66
0
8.74
19.21
13.72
324.08
324.08
932.98
16.85
63.93
28.05
59.7
59.7
21.41
21.41
36.41
36.41
326.19
326.19
150.61
648.26
3.88
186.7
0
186.7
186.7
186.7
461.56
461.56
44.36
35.17
35.17
3.35
0.85
0.00
45.23
0.00
1.22
5.24
11.39
11.31
11.31
0.93
16.68
30.03
6.53
0.20
0.20
0.20
0.22
2.38
2.38
42.22
5.85
1.13
1.92
7.93
15.03
0.00
15.02
15.03
15.02
1.04
1.02
5.15
3.35
3.32
0.48
0.23
0
1.45
0
0.28
0.61
0.78
1.65
1.65
0.82
0.95
2.03
0.89
0.21
0.21
0.17
0.17
0.52
0.52
2.6
1.15
0.53
1.02
0.49
1.49
0
1.49
1.49
1.49
0.73
0.73
0.9
0.72
0.72
15.09
7.2
0
25.66
0
8.74
19.21
13.72
310.82
310.82
932.98
16.87
63.93
28.05
59.7
59.7
21.41
21.41
36.41
36.41
0
0
150.56
621.73
3.88
40.92
148.25
189.18
40.92
189.18
580.8
580.8
44.36
35.17
35.17
3.35
0.85
0
45.23
0
1.22
5.24
11.39
10.47
10.47
0.93
16.73
30.03
6.53
0.2
0.2
0.2
0
2.38
0
0
0
1.12
1.78
7.93
0.89
9.8
15.4
0.89
15.4
1.54
1.57
5.15
3.35
3.32
0.48
0.23
0.00
1.45
0.00
0.28
0.61
0.78
1.58
1.58
0.82
0.95
2.03
0.89
0.21
0.21
0.17
0.17
0.52
0.52
0.00
0.00
0.53
0.98
0.49
0.33
1.18
1.51
0.33
1.51
0.91
0.91
0.90
0.72
0.72
15.09
7.2
0
25.66
0
8.74
19.21
13.72
310.82
310.82
932.98
16.87
63.93
28.05
59.7
59.7
21.41
21.41
36.41
36.41
0
0
150.56
621.73
3.88
40.92
148.25
189.18
40.92
189.18
580.8
580.8
44.36
35.17
35.17
3.35
0.85
0.00
45.23
0.00
1.22
5.24
11.39
10.47
10.47
0.93
16.73
30.03
6.53
0.20
0.20
0.20
0.22
2.38
2.38
0.00
0.00
1.12
1.78
7.93
0.89
9.80
15.40
0.89
15.40
1.54
1.57
5.15
3.35
3.32
0.48
0.23
0.00
1.45
0.00
0.28
0.61
0.78
1.58
1.58
0.82
0.95
2.03
0.89
0.21
0.21
0.17
0.17
0.52
0.52
0.00
0.00
0.53
0.98
0.49
0.33
1.18
1.51
0.33
1.51
0.91
0.91
0.90
0.72
0.72
Page13of14
HL
Gradient V(m/s)
(m/km)
31.56
13.14
1
17.59
4.45
0.56
6.68
0.31
0.14
56.21
193.29
3.18
13.36
13.51
0.76
15.56
3.55
0.5
51.99
33.12
1.66
69.37
229.46
3.93
352.34
13.2
1.79
352.34
13.25
1.79
1,270.25
1.64
1.12
2.61
0.53
0.15
67.5
33.22
2.15
11.17
1.19
0.36
88.48
0.45
0.31
88.48
0.4
0.31
33.61
0.5
0.27
33.61
0.5
0.27
51.92
4.56
0.73
51.92
4.58
0.73
317.74
40.23
2.53
317.74
5.61
1.12
339.87
5.08
1.2
704.78
2.24
1.11
6.02
17.88
0.77
343.08
46.34
2.73
0
0
0
343.08
46.37
2.73
343.08
46.34
2.73
343.08
46.36
2.73
361.7
0.64
0.57
361.7
0.65
0.57
201.55
84.94
4.11
142.89
44.92
2.91
142.89
44.9
2.91
Q(l/s)
APPENDIXDScenariowithFireFightingFlowatPeakHour
APPENDIXD2LinksatScenariowithFireFightingFlowatPeakHour
Common
FCV66,FCV71,FCV72andFCV73
setclosed
Averagedaydemand
FCV73setclosed
FireFightingFlow
S.No.
Label
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
HLGradient
(m/km)
V(m/s)
Q(l/s)
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
P455
P456
P457
P458
P459
P460
P461
P462
P463
P465
P466
P467
P468
P469
P470
P471
P472
P475
P476
P477
P478
P344
P345
44.54
44.54
0
0
0
0
37
37
11.72
12.81
16.9
147.34
115.89
83.9
83.9
175.58
212.56
5.85
5.87
0.02
0.02
12.52
0
8.39
8.38
0.00
0.00
0.00
0.00
10.86
10.91
8.52
1.04
4.14
7.79
4.99
80.32
80.37
1.86
0.00
2.35
2.37
0.00
0.00
5.96
0.00
0.91
0.91
0
0
0
0
1.18
1.18
0.66
0.26
0.54
1.17
0.92
2.67
2.67
0.62
0.75
0.33
0.33
0
0
0.71
0
42.42
42.42
0
0
0
0
37
37
11.74
12.81
16.9
147.34
115.89
84
84
150.56
113.56
5.87
5.87
0
0
12.52
0
7.66
7.64
0
0
0
0
10.86
10.91
8.55
1.04
4.14
7.79
4.99
80.52
80.52
1.4
0
2.37
2.37
0
0
5.96
0
0.86
0.86
0.00
0.00
0.00
0.00
1.18
1.18
0.66
0.26
0.54
1.17
0.92
2.67
2.67
0.53
0.40
0.33
0.33
0.00
0.00
0.71
0.00
42.42
42.42
0
0
0
0
37
37
11.74
12.81
16.9
147.34
115.89
84
84
150.56
113.56
5.87
5.87
0
0
12.52
0
7.66
7.64
0.00
0.00
0.00
0.00
10.86
10.91
8.55
1.04
4.14
7.79
4.99
80.52
80.52
1.40
0.00
2.37
2.37
0.00
0.00
5.96
0.00
0.86
0.86
0.00
0.00
0.00
0.00
1.18
1.18
0.66
0.26
0.54
1.17
0.92
2.67
2.67
0.53
0.40
0.33
0.33
0.00
0.00
0.71
0.00
25.41
25.41
0
0
0
0
96.23
96.23
5.45
28.07
26.23
253.43
199.33
57.07
57.07
22.14
12.83
14.07
5.49
19.56
19.56
10
20.63
Page14of14
HL
Gradient V(m/s)
(m/km)
2.97
0.52
2.98
0.52
0
0
0
0
0
0
0
0
64.1
3.06
64.06
3.06
2.06
0.31
4.44
0.57
9.33
0.84
21.27
2.02
13.64
1.59
39.39
1.82
39.34
1.82
0.04
0.08
0
0.05
11.95
0.8
2.09
0.31
21.99
1.11
21.98
1.11
3.93
0.57
108.2
2.63
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Label
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25
J26
J27
J28
J29
J30
J31
J32
J33
J34
J35
J36
J37
J38
J39
J40
Elevation(m)
2,410
2,410
2,410
2,373
2,379
2,432
2,359
2,344
2,361
2,346
2,384
2,401
2,643
2,439
2,346
2,493
2,493
2,447
2,407
2,336
2,400
2,400
2,390
2,390
2,477
2,407
2,410
2,387
2,402
2,384
2,381
2,395
2,377
2,370
2,371
2,379
2,361
2,364
2,359
2,356
X(m)
490,214.45
490,073.08
489,873.49
477,084.20
476,318.96
474,058.54
484,169.66
473,217.58
474,802.47
473,025.94
475,324.50
475,153.87
473,453.01
473,165.89
472,983.56
472,315.08
472,284.30
474,256.45
480,331.83
474,120.02
487,994.86
487,829.19
483,013.81
483,014.07
483,039.69
480,405.26
489,873.59
485,423.14
485,829.73
483,691.47
483,692.33
484,773.21
483,691.06
483,624.18
483,689.51
484,575.48
483,662.86
484,639.60
483,645.39
483,704.34
Y(m)
996,953.02
996,950.14
996,950.14
996,989.03
997,120.90
998,149.30
994,864.40
996,617.18
996,302.55
996,567.25
997,188.68
997,797.91
1,002,714.71
999,021.13
996,725.57
999,346.23
999,301.82
998,887.57
997,771.68
995,836.13
997,101.14
997,102.82
997,009.79
997,058.87
998,924.53
997,731.61
996,900.43
996,988.03
996,911.65
996,954.09
996,896.64
996,875.81
996,667.06
996,207.79
996,152.50
996,120.01
995,725.27
995,721.29
995,421.21
995,416.21
BaseFlow(l/s)
0
0
0
26.4
6.91
1.57
1.64
1.36
4.18
0
12.41
18.77
13.44
27.62
24.71
0
0
8.6
0
13.88
0
0
0
0
5.87
0
0
0
4.81
0
1.88
21.41
0.71
1.06
1.06
13.72
0
0.95
0
0.95
Pattern
Fixed
Fixed
Fixed
PZ14
PZ12
PZ14
PZ08
PZ11
PZ11
Fixed
PZ12
PZ14
PZ26
PZ15
PZ11
Fixed
Fixed
PZ18
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
PZ14
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Page1of8
Demand(Calculated)(l/s)
0
0
0
10.56
2.76
0.63
0.66
0.54
1.67
0
4.96
7.51
5.38
11.05
9.88
0
0
3.44
0
5.55
0
0
0
0
2.35
0
0
0
1.92
0
0.75
8.56
0.28
0.42
0.42
5.49
0
0.38
0
0.38
CalculatedHG(m) Pr.(mH2O)
2,431.04
21.00
2,430.87
20.83
2,430.29
20.25
2,429.12
56.21
2,450.68
71.54
2,473.79
42.11
2,417.12
58.31
2,411.76
67.62
2,451.09
90.41
2,410.73
65.10
2,432.71
48.82
2,455.58
54.17
2,691.86
49.27
2,470.60
31.14
2,423.87
77.41
2,663.88
170.54
2,503.35
10.33
2,508.28
60.76
2,486.43
79.27
2,409.90
73.56
2,426.46
26.40
2,426.11
26.06
2,416.80
27.24
2,416.78
27.22
2,487.31
10.28
2,411.56
5.05
2,430.29
20.25
2,421.19
34.32
2,421.04
19.21
2,417.65
33.58
2,417.65
36.57
2,417.60
22.56
2,417.56
40.47
2,417.54
47.65
2,417.35
46.26
2,417.26
38.68
2,417.29
56.18
2,417.27
53.66
2,417.20
58.58
2,417.19
61.07
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Label
J41
J42
J43
J44
J45
J46
J47
J48
J49
J50
J51
J52
J53
J54
J55
J56
J57
J58
J59
J60
J61
J62
J63
J64
J65
J66
J67
J68
J69
J70
J71
J72
J73
J74
J75
J76
J77
J78
J79
J80
Elevation(m)
2,367
2,363
2,362
2,361
2,358
2,385
2,375
2,375
2,365
2,391
2,393
2,408
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,407
2,406
2,377
2,384
2,377
2,379
2,377
2,370
2,367
2,364
2,351
2,378
2,357
2,351
2,351
2,351
2,352
2,352
X(m)
483,255.93
483,633.05
483,681.20
483,610.31
483,467.22
482,060.49
482,162.37
482,375.42
481,879.64
481,404.85
480,812.07
480,215.72
480,317.55
480,368.95
480,366.71
480,329.84
480,364.45
480,326.74
480,249.29
480,240.74
480,283.74
480,231.57
480,271.58
480,165.00
478,387.24
483,040.68
478,441.53
479,853.77
478,438.96
480,449.86
480,357.79
480,230.39
479,993.39
478,121.22
478,409.47
478,334.79
478,322.82
478,332.85
478,935.97
478,989.77
Y(m)
995,451.00
995,205.00
995,202.91
994,862.91
994,818.02
997,140.61
996,392.20
996,382.36
995,848.26
997,343.01
997,556.58
997,713.81
997,769.46
997,774.97
997,797.97
997,792.37
997,821.77
997,818.74
997,685.40
997,661.31
997,646.74
997,628.84
997,616.08
997,676.44
996,905.15
996,945.96
996,862.22
996,856.62
996,909.70
996,287.56
996,129.37
995,860.48
995,174.30
996,805.49
996,004.61
995,551.24
995,516.77
995,560.74
995,253.00
995,223.81
BaseFlow(l/s)
10.76
0
1.43
0
4.13
12.19
3.77
7.8
6.42
13.01
16.81
1.99
3.98
0
0
0
0
0
0
0
0
0
0
0
5.87
13.87
0
10.4
0
8.42
14.42
14.42
5.76
12.62
25.61
0
25.97
0
4
22.62
Pattern
PZ11
Fixed
PZ11
Fixed
PZ08
PZ14
PZ11
PZ11
PZ11
PZ14
Composite
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZ14
PZ11
Fixed
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
PZ11
PZ10
Fixed
PZ10
Fixed
Fixed
PZ08
Page2of8
Demand(Calculated)(l/s)
4.3
0
0.57
0
1.65
4.88
1.51
3.12
2.57
5.2
6.72
0.8
1.59
0
0
0
0
0
0
0
0
0
0
0
2.35
5.55
0
4.16
0
3.37
5.77
5.77
2.3
5.05
10.24
0
10.39
0
4
9.05
CalculatedHG(m) Pr.(mH2O)
2,416.87
49.97
2,417.18
54.57
2,417.18
55.47
2,417.16
56.15
2,417.15
59.23
2,414.60
30.04
2,414.16
39.28
2,414.06
39.48
2,413.96
49.06
2,413.39
22.34
2,413.19
20.15
2,411.35
3.34
2,411.25
4.24
2,411.22
4.21
2,411.22
4.21
2,486.44
79.28
2,411.22
4.21
2,486.44
79.28
2,410.99
3.99
2,410.94
3.93
2,481.30
74.15
2,410.92
3.91
2,481.25
74.11
2,411.34
5.33
2,407.68
30.62
2,416.59
32.53
2,391.77
14.94
2,411.07
32.50
2,391.62
14.79
2,410.47
40.89
2,410.40
43.01
2,410.35
45.86
2,410.32
59.40
2,410.55
32.98
2,392.86
35.79
2,390.54
39.46
2,390.52
39.74
2,390.54
39.46
2,390.13
38.06
2,389.93
38.16
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Label
J81
J82
J83
J84
J85
J86
J87
J88
J89
J90
J91
J92
J93
J94
J95
J96
J97
J98
J99
J100
J101
J102
J103
J104
J105
J106
J107
J108
J109
J110
J111
J112
J113
J114
J115
J116
J117
J118
J119
J120
Elevation(m)
2,346
2,350
2,351
2,329
2,325
2,327
2,317
2,317
2,324
2,333
2,315
2,334
2,335
2,323
2,325
2,306
2,370
2,370
2,360
2,363
2,363
2,352
2,361
2,350
2,340
2,350
2,331
2,340
2,340
2,339
2,339
2,328
2,331
2,334
2,316
2,323
2,389
2,376
2,378
2,365
X(m)
478,716.86
478,283.62
477,588.73
477,891.34
477,442.93
476,891.72
477,138.26
477,246.01
476,661.38
478,549.76
478,186.84
478,909.47
479,212.70
478,761.93
476,426.77
475,450.13
477,851.33
477,849.65
477,812.35
477,651.92
477,647.23
476,697.13
476,004.47
475,638.42
477,366.20
475,141.72
475,831.90
476,413.05
476,515.15
476,384.84
476,378.89
476,258.40
474,705.89
474,682.67
475,128.78
475,029.69
477,913.61
477,849.01
477,944.38
476,358.34
Y(m)
994,874.25
995,583.54
995,953.87
994,919.40
994,073.51
993,358.47
992,949.44
992,984.37
992,773.46
994,434.28
993,744.05
994,065.76
994,062.50
993,759.40
992,955.76
992,353.52
996,751.42
996,737.51
996,343.35
996,676.58
996,690.63
996,423.94
996,241.39
996,124.55
995,490.66
995,868.85
995,006.76
994,495.41
994,446.28
994,459.26
994,451.31
994,020.76
995,773.07
994,632.70
993,994.99
993,840.11
997,134.97
996,898.32
996,869.49
996,641.35
BaseFlow(l/s)
10.38
0
33.19
4.33
0
0
0
45
19.37
3.36
8.74
5.76
12.32
14.48
7.7
43.82
0
10.49
4.47
5.27
0
5.92
7.49
17.1
11.87
0
13.94
0
9.92
0
0
11.31
9.19
16.64
26
54.55
2.62
0
9.29
5.1
Pattern
PZ10
Fixed
PZ11
PZ11
PZ10
Fixed
Fixed
PZaverage
PZaverage
PZ10
PZ10
PZ10
PZ08
PZ08
PZaverage
PZaverage
Fixed
PZ11
PZ11
PZ11
Fixed
PZ11
PZ11
PZ11
PZ11
Fixed
PZ11
Fixed
PZ11
Fixed
Fixed
PZ11
PZaverage
PZaverage
PZaverage
PZ26
PZ14
Fixed
Composite
PZ12
Page3of8
Demand(Calculated)(l/s)
4.15
0
13.28
1.73
0
0
0
18
7.75
1.34
3.5
2.3
4.93
5.79
3.08
17.53
0
4.2
1.79
2.11
0
2.37
3
6.84
4.75
0
5.58
0
3.97
0
0
4.52
3.68
6.66
10.4
21.82
1.05
0
3.72
2.04
CalculatedHG(m) Pr.(mH2O)
2,390.08
44.29
2,390.56
40.98
2,388.51
37.54
2,388.74
60.02
2,387.41
62.28
2,386.01
59.39
2,385.94
68.80
2,385.87
68.73
2,385.73
61.41
2,385.02
51.51
2,384.58
69.44
2,384.20
49.70
2,383.87
49.28
2,383.96
60.84
2,385.85
60.73
2,379.95
73.80
2,410.49
40.41
2,410.49
40.41
2,410.36
50.06
2,410.45
47.35
2,410.45
47.35
2,410.42
58.30
2,410.41
49.01
2,410.05
59.63
2,410.00
69.56
2,409.96
59.83
2,390.01
58.89
2,389.94
49.84
2,389.93
49.53
2,380.07
40.59
2,380.07
40.59
2,379.96
52.26
2,409.92
78.86
2,409.87
76.22
2,373.56
57.44
2,356.01
32.94
2,479.78
90.20
2,429.08
52.97
2,416.07
38.49
2,438.70
74.05
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Label
J121
J122
J123
J124
J125
J126
J127
J128
J129
J130
J131
J132
J133
J134
J135
J136
J137
J138
J139
J140
J141
J142
J143
J144
J145
J146
J147
J148
J149
J150
J151
J152
J153
J154
J155
J156
J157
J158
J159
J160
Elevation(m)
2,377
2,419
2,419
2,421
2,377
2,377
2,376
2,376
2,371
2,366
2,393
2,412
2,427
2,350
2,350
2,363
2,345
2,364
2,402
2,361
2,354
2,434
2,432
2,454
2,429
2,406
2,405
2,406
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,469
2,460
2,488
X(m)
475,853.24
476,649.86
476,599.97
476,165.37
475,747.44
475,738.07
475,067.64
475,091.71
474,973.01
475,404.65
475,353.09
475,019.45
474,472.97
475,134.34
475,096.69
473,946.51
473,883.66
473,946.39
474,047.45
474,616.69
475,114.01
474,535.51
474,515.20
474,544.99
474,324.21
474,228.56
474,218.14
474,248.85
474,535.56
474,548.52
474,519.70
474,532.70
474,560.59
474,570.65
474,580.88
474,562.38
474,553.97
474,544.45
473,765.71
472,279.69
Y(m)
997,229.92
997,887.58
997,917.35
998,185.05
997,285.76
997,244.47
997,069.34
997,033.95
996,956.20
996,679.66
997,445.84
998,256.08
998,345.23
995,883.27
995,862.85
996,525.35
996,199.92
996,558.73
997,105.68
996,627.08
995,894.26
998,367.13
998,404.00
998,835.48
998,302.13
997,677.34
997,680.68
997,178.95
999,307.95
999,299.02
999,285.36
999,277.72
999,288.09
999,280.03
999,271.78
999,252.63
999,259.59
999,269.13
998,838.37
999,268.79
BaseFlow(l/s)
7.47
0
70.22
30.04
0
6.38
0
4.17
4.17
12.24
6.47
9.51
0
0
0
0
10.55
0
9.54
9.54
2.35
0
0
9.89
0
0
1.39
12.41
0
0
0
0
0
0
0
0
0
0
8.11
0
Pattern
PZ12
Fixed
PZ14
PZ14
Fixed
PZ14
Fixed
PZ12
PZ12
PZ12
PZ14
PZ14
Fixed
Fixed
Fixed
Fixed
PZ11
Fixed
PZ12
PZ12
PZ11
Fixed
Fixed
PZ18
Fixed
Fixed
PZ14
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
Page4of8
Demand(Calculated)(l/s)
2.99
0
28.09
12.02
0
2.55
0
1.67
1.67
4.9
2.59
3.8
0
0
0
0
4.22
0
3.82
3.82
0.94
0
0
3.96
0
0
0.56
4.96
0
0
0
0
0
0
0
0
0
0
3.24
0
CalculatedHG(m) Pr.(mH2O)
2,449.36
72.41
2,475.21
56.60
2,475.05
56.14
2,474.52
53.61
2,443.46
66.32
2,443.38
66.24
2,432.88
56.76
2,432.83
56.72
2,410.58
40.00
2,409.51
43.22
2,453.47
60.85
2,473.93
62.01
2,474.04
46.95
2,409.95
59.83
2,458.16
107.94
2,441.49
78.33
2,402.67
58.05
2,441.46
77.61
2,423.42
21.88
2,423.04
61.52
2,423.02
69.38
2,474.06
40.48
2,474.06
41.98
2,474.24
20.19
2,473.96
44.87
2,471.87
66.24
2,471.26
66.12
2,471.57
65.44
2,474.43
5.42
2,474.42
5.41
2,533.02
63.89
2,532.97
63.84
2,474.42
5.41
2,474.42
5.41
2,474.42
5.41
2,510.11
41.03
2,510.22
41.13
2,510.25
41.16
2,506.85
46.55
2,503.35
15.12
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
Label
J161
J162
J163
J164
J165
J166
J167
J168
J169
J170
J171
J172
J173
J174
J175
J176
J177
J178
J179
J180
J181
J182
J183
J184
J185
J186
J187
J188
J189
J190
J191
J192
J193
J194
J195
J196
J197
J198
J199
J200
Elevation(m)
2,492
2,492
2,492
2,493
2,340
2,340
2,340
2,340
2,340
2,345
2,364
2,404
2,351
2,349
2,348
2,355
2,349
2,349
2,355
2,355
2,351
2,349
2,351
2,324
2,327
2,469
2,469
2,469
2,469
2,469
2,469
2,458
2,474
2,470
2,498
2,511
2,474
2,492
2,471
2,459
X(m)
472,406.19
472,330.00
472,351.57
472,337.44
473,909.86
473,426.86
473,428.35
473,471.80
473,383.87
472,939.54
473,848.37
473,751.27
471,811.26
472,818.51
472,774.82
472,066.68
471,845.67
471,828.81
472,106.93
472,108.93
471,854.25
471,788.33
472,037.61
471,890.97
471,622.15
474,476.86
474,494.05
474,503.51
474,486.47
474,476.33
474,458.62
473,787.73
473,778.57
473,077.96
473,404.41
473,777.27
473,804.32
473,720.09
473,879.24
474,989.73
Y(m)
999,327.30
999,323.48
999,337.63
999,358.11
995,861.59
995,936.28
995,891.68
995,886.51
995,962.73
996,496.14
996,571.60
997,182.95
995,786.71
995,984.79
995,998.97
995,794.85
995,746.66
995,745.20
995,832.25
995,799.74
995,794.94
995,739.72
995,672.96
995,132.47
995,194.08
999,359.28
999,343.98
999,335.98
999,314.99
999,324.72
999,340.37
998,905.78
999,431.79
999,672.34
1,000,079.85
1,000,263.20
999,425.52
999,836.81
999,406.63
998,959.62
BaseFlow(l/s)
0
0
0
0
0
0
0
8.87
0
1.49
1.36
31.18
41.53
0
0
0
0
0
0
0
0
44.46
4.86
4.93
20.96
0
0
0
0
0
0
4.5
0
3.85
2.12
4.94
0
3.35
14.12
0
Pattern
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
Fixed
PZ11
PZ11
PZ12
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZaverage
PZaverage
PZaverage
PZaverage
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
PZ18
Fixed
PZ18
PZ22
PZ22
Fixed
PZ22
PZ18
Fixed
Page5of8
Demand(Calculated)(l/s)
0
0
0
0
0
0
0
3.55
0
0.6
0.54
12.47
16.61
0
0
0
0
0
0
0
0
17.78
1.94
1.97
8.38
0
0
0
0
0
0
1.8
0
1.54
0.85
1.98
0
1.34
5.65
0
CalculatedHG(m) Pr.(mH2O)
2,497.79
5.38
2,496.97
4.96
2,496.97
4.96
2,663.85
170.51
2,409.90
69.56
2,409.86
69.92
2,409.86
69.92
2,409.86
69.92
2,409.84
69.90
2,409.96
65.13
2,441.49
77.63
2,470.93
66.79
2,409.76
58.65
2,408.49
59.37
2,408.49
60.37
2,407.02
52.42
2,406.56
57.44
2,406.56
57.44
2,407.03
51.93
2,407.03
51.93
2,409.77
58.65
2,406.55
57.43
2,407.01
55.89
2,388.57
64.44
2,387.51
60.39
2,474.38
5.37
2,474.38
5.37
2,474.39
5.38
2,544.73
75.58
2,544.74
75.59
2,544.75
75.60
2,506.95
48.46
2,517.38
43.59
2,516.92
46.83
2,519.15
21.60
2,521.30
10.28
2,518.95
45.36
2,520.30
28.44
2,518.95
47.85
2,518.98
59.86
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Label
J201
J202
J203
J204
J205
J206
J207
J208
J209
J210
J211
J212
J213
J214
J215
J216
J217
J218
J219
J220
J221
J222
J223
J224
J225
J226
J227
J228
J229
J230
J231
J232
J233
J234
J235
J236
J237
J238
J239
J240
Elevation(m)
2,462
2,458
2,470
2,457
2,457
2,479
2,492
2,517
2,517
2,517
2,517
2,548
2,517
2,517
2,517
2,517
2,565
2,490
2,521
2,432
2,561
2,561
2,572
2,572
2,572
2,536
2,555
2,487
2,597
2,596
2,631
2,631
2,600
2,612
2,494
2,347
2,352
2,352
2,379
2,423
X(m)
475,035.48
474,750.92
474,671.51
474,687.73
474,672.04
474,122.03
472,363.72
473,804.30
473,769.95
473,768.76
473,801.76
473,906.09
473,834.53
473,795.49
473,794.04
473,835.07
473,729.73
475,794.20
475,105.25
475,468.93
473,642.36
473,667.82
473,687.73
473,709.68
473,683.88
472,684.45
473,618.25
472,311.86
469,953.12
470,171.32
470,707.72
470,722.97
471,696.92
472,026.49
472,354.35
473,272.08
472,703.79
472,701.66
472,296.79
472,694.51
Y(m)
999,491.88
999,794.49
999,842.22
1,000,060.19
999,813.53
999,615.77
999,268.36
1,000,321.76
1,000,320.79
1,000,350.35
1,000,351.88
1,001,469.42
1,000,373.10
1,000,371.66
1,000,397.53
1,000,398.46
1,001,437.50
1,000,318.80
1,000,857.36
999,682.61
1,001,502.45
1,001,504.14
1,001,505.21
1,001,506.82
1,001,535.96
1,000,824.85
1,001,448.38
999,218.70
1,001,564.02
1,001,187.74
1,001,694.28
1,001,682.66
1,001,605.97
1,001,821.45
999,378.48
995,609.53
996,764.89
996,788.37
996,748.95
997,971.06
BaseFlow(l/s)
11.2
1.38
0
8.12
0
3.33
0
0
0
0
0
19.8
0
0
0
0
19.18
5.28
4.57
18.69
0
0
0
0
0
13.34
0
0
4.41
4.33
0
0
6.75
10.18
0
1.64
0
0
4.08
13.99
Pattern
PZ18
PZ18
Fixed
PZ18
Fixed
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
Fixed
Fixed
PZ22
PZ18
PZ22
PZ18
Fixed
Fixed
Fixed
Fixed
Fixed
PZ22
Fixed
Fixed
PZ24
PZ24
Fixed
Fixed
PZ24
PZ23
Fixed
PZaverage
Fixed
Fixed
PZ13
PZ11
Page6of8
Demand(Calculated)(l/s)
4.48
0.55
0
3.25
0
1.33
0
0
0
0
0
7.92
0
0
0
0
7.67
2.11
1.83
7.48
0
0
0
0
0
5.34
0
0
1.76
1.73
0
0
2.7
4.07
0
0.66
0
0
1.63
5.6
CalculatedHG(m) Pr.(mH2O)
2,519.02
56.90
2,519.31
61.18
2,519.28
49.18
2,519.05
61.93
2,519.34
62.21
2,519.16
40.58
2,521.54
29.28
2,521.80
4.79
2,521.79
4.78
2,582.51
65.38
2,582.51
65.38
2,577.11
29.05
2,521.72
4.71
2,521.71
4.70
2,599.08
81.92
2,599.15
81.99
2,582.76
17.73
2,539.49
48.99
2,540.03
18.99
2,506.22
74.17
2,578.60
17.56
2,578.56
17.53
2,578.51
6.50
2,578.51
6.50
2,694.94
122.69
2,567.55
31.09
2,577.99
22.94
2,567.55
80.39
2,639.49
42.90
2,639.52
43.43
2,639.67
8.65
2,639.66
8.65
2,639.37
39.29
2,639.25
27.20
2,514.59
20.15
2,408.45
61.33
2,408.45
56.33
2,408.45
56.33
2,408.41
29.75
2,442.88
19.54
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
Label
J241
J242
J243
J244
J245
J246
J247
J248
J249
J250
J251
J252
J253
J254
J255
J256
J257
J258
J259
J260
J261
J262
J263
J264
J265
J266
J267
J268
J269
J270
J271
J272
J273
J274
J275
J276
J277
J278
J279
J280
Elevation(m)
2,410
2,355
2,358
2,385
2,385
2,424
2,419
2,427
2,427
2,442
2,410
2,391
2,390
2,410
2,423
2,423
2,418
2,431
2,409
2,430
2,435
2,433
2,433
2,390
2,433
2,493
2,481
2,477
2,465
2,473
2,439
2,464
2,450
2,432
2,407
2,407
2,637
2,553
2,520
2,490
X(m)
473,037.24
472,405.35
472,265.14
472,201.53
472,211.84
472,550.84
471,765.56
472,134.74
472,117.24
471,972.71
473,087.08
473,473.67
473,478.17
473,665.14
474,128.88
474,155.65
474,221.14
474,024.01
475,488.02
474,498.40
473,907.35
474,040.85
474,000.89
473,482.67
474,052.82
472,325.15
471,981.03
472,539.37
472,474.42
472,684.59
473,120.59
472,783.15
472,752.42
472,718.41
480,290.04
480,293.27
470,694.10
473,569.36
475,408.30
473,191.79
Y(m)
997,829.14
996,217.64
996,125.38
997,031.90
997,045.58
998,029.31
997,783.08
998,209.94
998,222.87
998,467.48
997,833.64
997,856.38
997,836.80
997,881.91
997,916.00
997,912.31
997,339.90
998,159.51
998,568.33
998,428.86
998,348.97
998,233.17
998,229.71
997,818.50
998,206.68
999,301.50
999,416.81
998,826.09
998,634.79
998,796.50
999,069.76
998,494.15
998,261.07
998,060.35
997,703.54
997,672.43
1,001,732.94
1,001,346.19
1,000,950.89
1,000,597.61
BaseFlow(l/s)
0
10.47
8.68
0
3.7
6.26
13.65
6.26
0
6.58
0
0
0
10.81
0
0
0
0
9.05
0
4.67
0
0
10.81
0
0
11.69
0
5.21
2.08
2.08
2.08
2.72
2.72
0
0
3.88
16.22
2.61
7.89
Pattern
Fixed
PZ11
PZ11
Fixed
PZ13
PZ13
PZ13
PZ13
Fixed
PZ15
Fixed
Fixed
Fixed
PZ11
Fixed
Fixed
Fixed
Fixed
PZ14
Fixed
PZ14
Fixed
Fixed
PZ11
Fixed
Fixed
PZ20
Fixed
PZ20
PZ15
PZ15
PZ15
PZ15
PZ15
Fixed
Fixed
PZaverage
PZ22
PZ22
PZ22
Page7of8
Demand(Calculated)(l/s)
0
4.19
3.47
0
1.48
2.5
5.46
2.5
0
2.63
0
0
0
4.32
0
0
0
0
3.62
0
1.87
0
0
4.32
0
0
4.68
0
2.08
0.83
0.83
0.83
1.09
1.09
0
0
1.55
6.49
1.04
3.16
CalculatedHG(m) Pr.(mH2O)
2,443.00
32.53
2,423.83
68.99
2,433.85
75.50
2,433.93
48.84
2,433.93
48.84
2,442.84
18.81
2,442.76
23.71
2,442.81
15.98
2,442.81
15.38
2,442.81
1.31
2,443.00
32.93
2,443.10
52.49
2,443.10
53.00
2,448.38
38.01
2,471.25
48.16
2,471.25
48.16
2,432.80
14.97
2,473.84
42.75
2,473.00
63.87
2,474.06
44.18
2,474.06
38.98
2,473.93
40.85
2,473.94
40.86
2,443.01
52.90
2,473.96
40.48
2,496.56
3.55
2,503.32
22.28
2,496.94
19.70
2,496.92
31.86
2,496.93
23.58
2,496.92
57.51
2,496.93
33.16
2,496.92
47.03
2,496.92
64.79
2,411.43
4.42
2,481.30
74.15
2,639.67
2.66
2,578.47
25.42
2,539.77
19.73
2,567.40
77.25
APPENDIXEImprovedsystem
APPENDIXE1Nodeswithimprovedsystem
S.No.
281
282
283
284
285
286
287
288
289
290
291
292
293
294
Label
J281
J282
J283
J284
J285
J286
J287
J288
J289
J290
J291
J292
J293
J294
Elevation(m)
2,485
2,443
2,628
2,393
2,424
2,386
2,390
2,330
2,385
2,318
2,380
2,378
2,489
2,485
X(m)
472,529.35
471,692.12
470,498.24
479,794.43
482,614.12
478,291.87
478,292.76
475,699.99
479,095.57
475,959.75
478,431.95
478,443.96
484,342.75
484,250.29
Y(m)
999,707.15
1,000,458.53
1,001,524.09
997,180.45
998,188.74
996,895.91
996,914.76
995,148.70
996,997.02
993,731.98
996,943.38
996,928.81
998,809.87
998,770.03
BaseFlow(l/s)
Pattern
12.81
PZ20
25.66
PZ20
10.47
PZ23
5.13
PZ14
35.88
PZ14
0
Fixed
0
Fixed
9.19
PZ11
5.87
PZ14
31.45
PZaverage
37
Inflow(wellsource)
0
Fixed
12.52
Fixed
0
Fixed
Page8of8
Demand(Calculated)(l/s)
5.12
10.26
4.19
2.05
14.35
0
0
3.68
2.35
12.58
28.86
0
12.52
0
CalculatedHG(m) Pr.(mH2O)
2,521.54
36.47
2,514.59
71.94
2,639.62
11.60
2,409.30
16.77
2,485.16
61.04
2,481.25
95.06
2,481.23
91.55
2,390.02
59.90
2,408.13
23.09
2,385.99
68.35
2,391.53
11.51
2,407.71
30.15
2,490.57
1.57
2,490.83
5.82
S.No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Label
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P29
P30
P31
P32
P33
P34
P35
P36
P37
P38
P39
L(m)
3
6,360
3
30
3
20
3
20
4
528
3
1,964
3
40
726
20
3
20
187
4,839
49
3
3
1,470
631
3
1,651
3
4
6
57
3
3
3
3
3
3
3
3
D(mm)
250
1400
300
1000
600
1200
250
1200
600
1400
250
1200
300
1000
500
1200
800
1200
800
1200
200
250
200
200
500
600
500
250
300
400
500
250
300
600
300
300
250
300
800
Material
St
St
St
St
St
St
St
St
St
St
St
St
St
St
DCI
St
DCI
St
DCI
St
DCI
DCI
DCI
DCI
DCI
St
DCI
St
St
St
DCI
St
St
St
St
St
St
St
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
65.03
1,528.00
65.03
1,528.00
238.03
0
65.03
0.00
172.91
1,528.00
65.13
1,392.57
65.13
1,915.06
408.99
0
408.99
0
647
1,357.72
96.53
0
76.98
0
317.4
86.54
176.35
86.54
0
69.9
195.35
0
0
0
86.36
86.54
86.36
86.36
647
Pr.PipeHL(m)
0.05
6.94
0.02
0.17
0.01
0.00
0.05
0.00
0.01
0.58
0.05
3.82
0.02
0.34
12.63
0.00
0.00
0.00
0.96
8.99
3.16
0.00
0.13
0.00
6.87
0.00
6.05
0.09
0.00
0.01
0.25
0.00
0.00
0.00
0.04
0.04
0.09
0.04
0.02
Page1of13
HLGradient(m/km)
16.87
1.09
6.99
5.62
2.63
0.00
16.97
0.00
1.49
1.09
16.97
1.95
6.99
8.54
17.41
0.00
1.44
0.00
5.13
1.86
64.43
0.00
42.37
0.00
10.88
0.40
3.67
28.67
0.00
1.93
4.43
0.00
0.00
0.00
11.71
11.81
28.57
11.76
5.11
V(m/s)
1.32
0.99
0.92
1.95
0.84
0.00
1.32
0.00
0.61
0.99
1.33
1.23
0.92
2.44
2.08
0.00
0.81
0.00
1.29
1.20
3.07
0.00
2.45
0.00
1.62
0.31
0.90
1.76
0.00
0.56
0.99
0.00
0.00
0.00
1.22
1.22
1.76
1.22
1.29
C
81
90
81
90
81
90
81
90
81
90
81
90
81
90
81
90
90
90
72
90
105
81
105
105
81
81
81
81
81
81
81
81
81
81
81
81
81
81
72
Istallation(year)
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1989
1985
1989
1985
1970
1985
2005
1989
2005
2005
1989
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1970
S.No.
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
Label
P40
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
P56
P57
P58
P59
P60
P61
P62
P63
P64
P65
P66
P67
P68
P69
P70
P71
P72
P73
P74
P75
P76
P77
P78
P79
L(m)
3
1,376
3
4
1,649
4
664
213
4
624
720
686
1,078
3
5
5
50
35
16
22
4
3
3
4
3
3
4
25
3
4
3
3
4
3
3
4
141
2,132
1,039
D(mm)
150
350
350
250
900
300
350
150
250
150
200
900
900
900
700
700
150
900
1000
1000
1000
600
500
1000
600
500
900
500
300
500
300
300
500
300
300
400
150
400
900
Material
DCI
DCI
DCI
St
St
St
DCI
DCI
DCI
DCI
DCI
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
DCI
St
St
St
St
St
St
St
St
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
68.27
56.94
140.14
16.32
461.3
16.32
140.14
11
104.5
9.05
38.8
416.8
333.13
333.13
0
0
15.03
1,953.35
692.33
686.08
343.09
343.09
343.09
0
0
0
0
320.4
0
320.4
160.16
160.16
160.24
160.24
160.24
160.16
19.56
320.4
1,395.71
Pr.PipeHL(m)
0.67
4.39
0.05
0.01
2.55
0.00
11.23
1.00
0.07
2.04
5.77
0.88
0.91
0.00
0.00
0.00
0.67
0.78
0.02
0.03
0.00
0.02
0.04
0.00
0.00
0.00
0.00
0.34
0.00
0.06
0.14
0.14
0.02
0.14
0.14
0.05
1.91
87.08
12.48
Page2of13
HLGradient(m/km)
222.70
3.19
16.92
1.64
1.54
0.67
16.93
4.68
16.93
3.27
8.02
1.28
0.85
0.84
0.00
0.00
13.50
22.37
1.31
1.27
0.33
5.21
12.60
0.00
0.00
0.00
0.00
13.78
0.00
13.77
45.94
45.94
3.83
45.94
45.99
11.31
13.60
40.85
12.00
V(m/s)
3.86
0.59
1.46
0.33
0.73
0.23
1.46
0.62
2.13
0.51
1.23
0.66
0.52
0.52
0.00
0.00
0.85
3.07
0.88
0.87
0.44
1.21
1.75
0.00
0.00
0.00
0.00
1.63
0.00
1.63
2.27
2.27
0.82
2.27
2.27
1.27
1.11
2.55
2.19
C
81
72
72
72
72
72
72
105
130
105
130
72
72
72
72
72
81
72
90
90
90
81
81
90
81
81
90
72
72
72
72
72
72
72
72
72
105
72
72
Istallation(year)
1989
1975
1975
1975
1970
1975
1975
2004
New
2004
New
1970
1970
1970
1970
1970
1984
1970
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
2005
1975
1970
S.No.
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
Label
P80
P81
P82
P83
P84
P85
P86
P87
P88
P89
P90
P91
P92
P93
P94
P95
P96
P97
P98
P99
P100
P101
P102
P103
P104
P105
P106
P107
P108
P109
P110
P111
P112
P113
P114
P115
P116
P117
P118
L(m)
987
184
298
730
3
1,784
852
471
3
37
3
61
438
44
3
3
771
1,622
3
748
247
732
3
3
483
113
508
3
493
316
780
522
303
282
92
770
3
1,332
275
D(mm)
250
250
250
200
250
900
150
150
250
200
250
150
200
300
300
200
200
600
400
400
400
400
400
250
400
250
200
200
200
200
150
200
150
200
150
400
200
200
900
Material
DCI
DCI
DCI
DCI
DCI
St
DCI
DCI
PVC
PVC
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
115.01
103.14
82.8
62.47
115.01
1,266.04
19.57
24.48
69.15
44.67
69.15
34.16
58.08
165.38
165.38
46.8
46.8
478.19
216.81
216.81
139.52
139.52
139.52
110.72
110.72
77.4
33.32
71.19
71.19
71.19
15.03
50.38
18.6
21.86
21.86
88.61
75.37
75.37
1,172.19
Pr.PipeHL(m)
19.97
3.05
3.29
14.15
0.06
17.88
18.75
15.70
0.02
0.29
0.02
2.34
7.41
1.07
0.05
0.08
21.02
15.52
0.05
11.91
1.74
5.16
0.02
0.06
0.92
1.10
3.08
0.18
29.21
18.72
6.52
10.08
3.76
1.16
1.54
2.34
0.20
87.74
2.39
Page3of13
HLGradient(m/km)
20.24
16.54
11.01
19.38
20.24
10.02
22.01
33.34
6.05
7.98
7.89
38.20
16.93
24.23
16.32
27.24
27.26
9.57
15.92
15.93
7.04
7.04
7.04
18.85
1.91
9.72
6.05
59.28
59.27
59.27
8.35
19.32
12.40
4.12
16.72
3.04
65.88
65.88
8.69
V(m/s)
2.34
2.10
1.69
1.99
2.34
1.99
1.11
1.39
1.41
1.42
1.41
1.93
1.85
2.34
2.34
1.49
1.49
1.69
1.73
1.73
1.11
1.11
1.11
2.26
0.88
1.58
1.06
2.27
2.27
2.27
0.85
1.60
1.05
0.70
1.24
0.71
2.40
2.40
1.84
C
130
130
130
130
130
72
81
81
150
150
130
105
130
105
130
81
81
81
81
81
81
81
81
130
130
130
130
81
81
81
105
105
105
105
105
81
81
81
72
Istallation(year)
New
New
New
New
New
1970
2002
2002
New
New
New
2004
New
2004
New
1989
1989
2002
2002
2002
2002
2002
2002
New
New
New
New
1991
1991
1991
2005
2007
2007
2007
2007
2002
2002
2002
1970
S.No.
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
Label
P119
P120
P121
P122
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P138
P139
P140
P141
P142
P143
P144
P145
P146
P147
P148
P149
P150
P151
P152
P153
P154
P155
P156
P157
L(m)
3
399
3
180
3
988
717
213
2,092
3
1,937
559
3
778
114
3
34
10
3
485
456
1,264
3
767
3
173
3
3
226
3
825
1,471
3
58
511
3
1,155
4
83
D(mm)
250
150
200
200
300
300
300
900
900
300
300
900
400
300
250
200
200
200
200
200
900
600
600
600
350
350
450
250
250
150
150
400
300
350
350
300
150
150
150
Material
DCI
St
DCI
DCI
DCI
DCI
DCI
St
St
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
47.33
6.3
26.24
26.24
118.23
88.96
10.56
1,124.86
1,006.63
62.93
62.93
874.84
201.55
77.3
61.35
15.95
15.95
0
15.95
15.95
656.98
302.53
280.81
280.81
122.19
122.19
113.9
104.1
104.1
2.06
2.06
147.43
26.79
120.64
10.39
20.17
20.17
48.81
0
Pr.PipeHL(m)
0.04
1.34
0.03
1.68
0.03
5.12
0.07
1.72
13.71
0.01
5.28
2.82
0.02
4.61
0.72
0.00
0.08
0.00
0.01
1.11
1.36
2.16
0.00
1.14
0.03
1.83
0.01
0.05
3.80
0.00
0.28
14.27
0.01
0.60
0.07
0.00
33.47
0.60
0.00
Page4of13
HLGradient(m/km)
11.71
3.36
9.33
9.33
8.73
5.17
0.10
8.05
6.55
2.73
2.73
5.05
5.80
5.92
6.32
1.54
2.30
0.00
2.28
2.30
2.97
1.71
1.49
1.49
10.57
10.56
2.73
16.82
16.82
0.35
0.34
9.70
1.69
10.31
0.14
0.99
28.97
148.83
0.00
V(m/s)
0.96
0.36
0.84
0.84
1.67
1.26
0.15
1.77
1.58
0.89
0.89
1.38
1.60
1.09
1.25
0.51
0.51
0.00
0.51
0.51
1.03
1.07
0.99
0.99
1.27
1.27
0.72
2.12
2.12
0.12
0.12
1.17
0.38
1.25
0.11
0.29
1.14
2.76
0.00
C
72
72
81
81
130
130
130
72
72
130
130
72
130
105
130
130
105
105
105
105
72
130
130
130
81
81
81
130
130
81
81
72
72
81
72
72
72
72
130
Istallation(year)
1970
1970
1998
1998
New
New
New
1970
1970
New
New
1970
New
2005
New
New
2005
2005
2005
2005
1970
New
New
New
1989
1989
1989
New
New
1989
1989
1975
1975
1995
1975
1975
1975
1975
New
S.No.
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
Label
P158
P159
P160
P161
P162
P163
P164
P165
P166
P167
P168
P169
P170
P171
P172
P173
P174
P175
P176
P177
P178
P179
P180
P181
P182
P183
P184
P185
P186
P187
P188
P189
P190
P191
P192
P193
P194
P195
P196
L(m)
3
3
633
503
4
3
3
3
898
377
763
919
3
56
3
3
452
3
3
3
3,038
6
1,504
6
463
4
44
417
3
50
747
3
4
715
529
717
569
6
3
D(mm)
150
250
150
150
200
200
200
200
200
200
200
200
350
350
350
350
800
300
300
250
300
200
200
600
600
400
400
400
400
400
300
150
200
150
400
500
300
200
200
Material
DCI
DCI
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
St
St
DCI
DCI
DCI
DCI
DCI
St
St
St
St
St
St
DCI
DCI
DCI
DCI
DCI
St
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
0
21.05
21.05
28.64
16.32
10.42
53.65
39.99
39.99
36.13
19.72
3.31
158.99
158.99
83.89
83.89
849.47
69.89
0
0
69.89
6.9
6.9
227.91
227.91
156.48
22.86
84.25
84.25
179.34
41.08
11.72
13.66
27.3
234
71.43
138.26
8.9
8.9
Pr.PipeHL(m)
0.00
0.01
15.97
27.88
0.02
0.01
0.13
0.06
18.29
7.91
5.22
0.23
0.06
1.19
0.02
0.02
2.54
0.02
0.00
0.00
24.15
0.01
1.47
0.02
1.40
0.04
0.01
1.43
0.01
0.70
2.76
0.03
0.01
29.15
9.71
0.61
19.89
0.01
0.00
Page5of13
HLGradient(m/km)
0.00
2.08
25.21
55.44
4.80
2.08
43.66
20.34
20.37
21.00
6.84
0.25
21.38
21.38
6.55
6.50
5.62
7.94
0.00
0.00
7.95
0.97
0.98
3.00
3.02
10.83
0.31
3.44
3.42
13.95
3.69
10.62
3.46
40.79
18.35
0.85
34.98
1.56
1.59
V(m/s)
0.00
0.43
1.19
1.62
0.52
0.33
1.71
1.27
1.27
1.15
0.63
0.11
1.65
1.65
0.87
0.87
1.69
0.99
0.00
0.00
0.99
0.22
0.22
0.81
0.81
1.25
0.18
0.67
0.67
1.43
0.58
0.66
0.43
1.54
1.86
0.36
1.96
0.28
0.28
C
130
81
81
72
72
72
72
81
81
72
72
72
72
72
72
72
90
81
81
100
81
72
72
72
72
72
72
72
72
72
72
72
72
81
81
72
72
72
72
Istallation(year)
New
1989
1989
1975
1975
1975
1975
2001
2001
1975
1975
1975
1975
1975
1975
1975
1989
1985
1985
1985
1985
1970
1970
1970
1975
1970
1970
1970
1970
1970
1955
1970
1975
1989
1994
1975
1975
1975
1975
S.No.
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
Label
P197
P198
P199
P200
P201
P202
P203
P204
P205
P206
P207
P208
P209
P210
P211
P212
P213
P214
P215
P216
P217
P218
P219
P220
P221
P222
P223
P224
P225
P226
P227
P228
P229
P230
P231
P232
P233
P234
P235
L(m)
6
251
3
695
6
33
903
44
3
151
3
595
3
761
1,691
3
1,745
3
6
610
3
6
801
3
545
430
192
1,135
3
27
598
430
3
3
3
1,280
3
536
436
D(mm)
300
300
300
300
300
300
500
500
300
200
300
300
200
200
400
250
250
500
250
250
250
200
200
150
150
150
400
150
150
200
400
400
250
250
250
250
200
200
200
Material
St
St
DCI
St
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
St
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
129.36
121
112.52
129.36
129.36
0
71.43
71.43
76.47
8.36
8.48
8.48
36.05
36.05
130.16
27.5
55.06
31.85
31.85
47.22
47.22
30.9
30.9
15.75
15.75
19.5
150.95
7.72
7.72
78.12
116.77
122.7
38.65
38.65
14.65
14.65
14.65
14.65
4.39
Pr.PipeHL(m)
0.19
6.86
0.07
21.50
0.19
0.00
0.77
0.04
0.04
0.21
0.00
0.12
0.06
15.91
10.47
0.01
21.67
0.00
0.03
7.09
0.03
0.09
12.59
0.06
9.98
11.70
1.95
5.55
0.01
2.32
3.77
2.97
0.02
0.02
0.00
1.70
0.01
1.70
0.15
Page6of13
HLGradient(m/km)
30.93
27.32
23.91
30.92
30.93
0.00
0.85
0.85
11.71
1.40
0.20
0.20
20.89
20.91
6.19
3.37
12.42
0.20
4.51
11.62
10.72
15.68
15.72
18.36
18.32
27.22
10.13
4.89
4.86
87.57
6.30
6.91
7.94
8.04
1.39
1.33
3.17
3.17
0.34
V(m/s)
1.83
1.71
1.59
1.83
1.83
0.00
0.36
0.36
1.08
0.27
0.12
0.12
1.15
1.15
1.04
0.56
1.12
0.16
0.65
0.96
0.96
0.98
0.98
0.89
0.89
1.10
1.20
0.44
0.44
2.49
0.93
0.98
0.79
0.79
0.30
0.30
0.47
0.47
0.14
C
72
72
72
72
72
81
72
72
72
72
72
72
72
72
81
81
81
81
81
72
75
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
81
81
81
Istallation(year)
1975
1970
1970
1975
1975
1989
1975
1975
1970
1975
1970
1975
1970
1970
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
1989
1989
S.No.
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
Label
P236
P237
P238
P239
P240
P241
P242
P243
P244
P245
P246
P247
P248
P249
P250
P251
P252
P253
P254
P255
P256
P257
P258
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
L(m)
6
10
224
3
10
614
3
3
3
3
4
3
3
3
3
3
1,070
536
25
4
3
3
4
3
3
1,239
290
10
4
3
3
4
3
3
1,061
1,444
310
5
10
D(mm)
150
150
150
200
200
150
350
250
250
200
600
350
250
250
200
200
350
800
400
400
350
300
400
350
300
400
150
200
200
150
125
150
150
125
200
150
200
400
200
Material
DCI
DCI
St
DCI
DCI
St
St
St
St
St
St
St
St
St
St
St
DCI
DCI
St
St
St
St
DCI
St
St
DCI
GS
St
St
St
St
St
St
St
DCI
DCI
DCI
DCI
St
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
19.46
19.46
13.8
26.2
26.2
5.66
27.5
27.5
0
27.56
303.06
27.5
27.5
27.56
27.5
0
75.1
866.28
87.07
87.07
87.07
87.07
0
0
0
87.07
35.05
46.43
23.26
23.26
23.26
23.18
23.18
23.18
46.43
12.48
53.46
103.07
46.35
Pr.PipeHL(m)
0.16
0.27
3.22
0.03
0.12
1.69
0.00
0.01
0.00
0.03
0.02
0.00
0.01
0.01
0.03
0.00
5.70
3.12
0.07
0.01
0.02
0.04
0.00
0.00
0.00
3.65
23.36
0.33
0.04
0.11
0.28
0.15
0.11
0.27
35.45
13.82
4.51
0.03
0.33
Page7of13
HLGradient(m/km)
27.09
27.12
14.35
11.61
11.58
2.75
0.64
3.47
0.00
10.22
4.09
0.69
3.47
3.47
10.17
0.00
5.33
5.83
2.94
2.98
5.66
11.91
0.00
0.00
0.00
2.94
80.57
33.43
9.30
37.70
91.68
37.50
37.41
90.98
33.41
9.58
14.52
5.00
33.28
V(m/s)
1.10
1.10
0.78
0.83
0.83
0.32
0.29
0.56
0.00
0.88
1.07
0.29
0.56
0.56
0.88
0.00
0.78
1.72
0.69
0.69
0.91
1.23
0.00
0.00
0.00
0.69
1.98
1.48
0.74
1.32
1.90
1.31
1.31
1.89
1.48
0.71
1.70
0.82
1.48
C
72
72
72
72
72
72
81
81
81
81
81
81
81
81
81
81
72
90
81
81
81
81
81
81
81
81
72
72
72
72
72
72
72
72
72
81
130
72
72
Istallation(year)
1970
1970
1970
1970
1970
1955
1985
1985
1985
1985
1985
1985
1985
1985
1985
1985
1975
1989
1985
1985
1985
1985
1985
1985
1985
1985
1975
1975
1975
1975
1975
1975
1975
1975
1975
1989
New
1975
1975
S.No.
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
Label
P275
P276
P277
P278
P279
P280
P281
P282
P283
P284
P285
P286
P287
P288
P289
P290
P291
P292
P293
P294
P295
P296
P297
P298
P299
P300
P301
P302
P303
P304
P305
P306
P307
P308
P309
P310
P311
P312
P313
L(m)
20
4
3
6
3
3
98
1,789
457
64
3
1,157
400
720
769
4
892
407
364
3
1,078
3
155
569
4
612
455
288
53
470
406
20
198
503
3
27
3
375
382
D(mm)
150
150
150
125
150
125
150
150
200
300
250
250
200
150
200
200
150
150
400
400
250
250
400
200
400
250
400
400
350
300
150
300
150
110
110
200
200
200
200
Material
St
St
St
St
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
GS
DCI
DCI
DCI
DCI
St
St
DCI
DCI
St
DCI
St
DCI
St
St
DCI
DCI
St
DCI
St
PVC
PVC
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
30.11
0
0
0
30.11
30.11
16.25
16.25
7.85
147.24
39.04
39.04
23.46
2.82
6.08
3.5
2.58
3.5
88.71
88.71
12.24
12.24
68.98
6.91
25.66
13.42
41.9
12.24
2.45
13.97
2.45
5.61
0.58
15.83
15.83
11.73
11.73
11.73
77.68
Pr.PipeHL(m)
1.20
0.00
0.00
0.00
0.18
0.44
1.90
34.70
0.46
0.85
0.02
7.60
3.04
0.55
0.48
0.00
0.46
0.46
1.38
0.01
0.83
0.00
0.37
0.56
0.00
0.56
0.43
0.03
0.00
0.24
0.24
0.00
0.01
10.81
0.06
0.06
0.01
0.79
26.63
Page8of13
HLGradient(m/km)
60.82
0.00
0.00
0.00
60.82
147.84
19.40
19.40
1.00
13.16
6.55
6.57
7.59
0.76
0.62
0.22
0.52
1.13
3.79
3.77
0.77
0.74
2.38
0.98
0.41
0.91
0.94
0.10
0.00
0.50
0.58
0.10
0.04
21.51
21.53
2.10
2.08
2.10
69.68
V(m/s)
1.70
0.00
0.00
0.00
1.70
2.45
0.92
0.92
0.25
2.08
0.80
0.80
0.75
0.16
0.19
0.11
0.15
0.20
0.71
0.71
0.25
0.25
0.55
0.22
0.20
0.27
0.33
0.10
0.03
0.20
0.14
0.08
0.03
1.67
1.67
0.37
0.37
0.37
2.47
C
72
72
72
72
72
72
72
72
81
130
81
81
81
72
81
81
81
72
72
72
81
81
72
72
72
81
72
72
130
72
72
72
72
150
150
81
81
81
81
Istallation(year)
1975
1975
1975
1975
1975
1975
1975
1975
1989
New
1989
1989
1989
1970
2001
2001
2001
1970
1959
1959
1989
1989
1959
1975
1975
1989
1975
1975
New
1975
1970
1970
1970
New
New
1989
1989
1989
1989
S.No.
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
Label
P314
P315
P316
P317
P318
P319
P320
P321
P322
P323
P324
P325
P326
P327
P328
P329
P330
P331
P332
P333
P334
P335
P336
P337
P338
P339
P340
P341
P342
P343
P344
P345
P346
P347
P348
P349
P350
P351
P352
L(m)
87
1,188
3
3
1,094
704
608
3
33
3
853
19
434
3
63
303
3
31
3
765
10
3
554
208
167
529
358
235
204
35
6
40
3
3
4
22
3
589
212
D(mm)
200
200
250
150
150
300
300
300
500
500
500
150
500
500
500
800
300
300
300
300
300
300
350
200
300
200
350
300
200
900
500
1000
900
300
400
300
300
900
900
Material
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
CI
CI
DCI
DCI
St
DCI
DCI
St
St
St
DCI
St
DCI
DCI
St
St
St
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
11.98
65.7
107.13
14.21
14.21
55.17
18.85
96.64
96.64
141.37
141.37
7.48
72.29
72.29
238
238
115.49
115.49
8.35
8.35
164.08
164.08
182.08
56.4
125.69
3.87
117.95
114.08
56.94
359.03
428.95
1,395.71
1,395.71
0
0
62.93
172.9
338.64
319.07
Pr.PipeHL(m)
0.19
25.28
0.05
0.04
13.32
1.50
0.53
0.05
0.05
0.01
2.08
0.07
0.31
0.00
0.50
0.24
0.08
0.77
0.00
0.15
0.48
0.14
15.24
9.96
4.89
0.18
4.40
5.76
9.95
0.03
0.14
0.29
0.04
0.00
0.00
0.06
0.13
0.51
0.17
Page9of13
HLGradient(m/km)
2.19
21.27
17.76
12.15
12.17
2.14
0.87
18.01
1.50
2.43
2.43
3.71
0.70
0.69
7.94
0.80
25.05
25.06
0.20
0.19
48.01
48.02
27.49
47.89
29.31
0.34
12.30
24.50
48.75
0.97
23.66
7.18
12.01
0.00
0.00
2.73
42.56
0.87
0.78
V(m/s)
0.38
2.09
2.18
0.80
0.80
0.78
0.27
1.37
0.49
0.72
0.72
0.42
0.37
0.37
1.21
0.47
1.63
1.63
0.12
0.12
2.32
2.32
1.89
1.80
1.78
0.12
1.23
1.61
1.81
0.56
2.18
1.78
2.19
0.00
0.00
0.89
2.45
0.53
0.50
C
81
130
130
81
81
130
72
72
72
81
81
81
81
81
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
130
81
72
72
Istallation(year)
1989
New
New
1989
1989
New
1975
1975
1975
1989
1989
1989
1989
1989
1970
1970
1975
1975
1975
1975
1975
1975
1975
1975
1955
1955
1955
1975
1975
1970
1975
1970
1970
1975
1975
New
1985
1970
1970
S.No.
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
Label
P353
P354
P355
P356
P357
P358
P359
P360
P361
P362
P363
P364
P365
P366
P367
P368
P369
P370
P371
P372
P373
P374
P375
P376
P377
P378
P379
P380
P381
P382
P383
P384
P385
P386
P387
P388
P389
P390
P391
L(m)
4
493
604
6,890
10
1,964
2,433
520
515
428
979
59
390
217
48
366
183
887
305
561
1,759
3
471
3
839
3
638
88
771
982
829
479
587
896
139
661
230
280
470
D(mm)
900
500
500
900
700
900
900
110
300
300
110
110
150
200
150
200
200
250
250
125
900
350
150
300
200
300
200
250
200
150
150
200
200
200
150
100
150
200
200
Material
DCI
DCI
DCI
St
St
St
St
PVC
DCI
DCI
PVC
PVC
DCI
PVC
PVC
PVC
PVC
DCI
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
GS
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
343.09
158.28
172.9
387.06
135.44
522.49
557.34
1.49
49.42
28.58
1.34
1.34
15.17
10.73
2.02
8.71
6.24
19.35
27.24
2.48
549.78
7.55
7.55
25.37
25.37
63.24
63.24
90.4
48.16
6.71
26.79
14.91
16.32
10.42
9.8
11.72
9.8
21.35
68.27
Pr.PipeHL(m)
0.00
1.48
2.13
7.69
0.00
3.82
5.33
0.14
2.15
0.65
0.22
0.01
3.32
0.20
0.01
0.23
0.06
0.98
1.03
0.40
3.76
0.00
1.78
0.00
4.55
0.01
12.64
1.15
13.70
2.98
40.64
0.97
2.83
1.88
1.06
50.47
1.41
1.78
10.73
Page10of13
HLGradient(m/km)
0.71
3.00
3.53
1.12
0.36
1.95
2.19
0.27
4.18
1.52
0.22
0.22
8.50
0.92
0.17
0.63
0.34
1.11
3.37
0.72
2.14
0.05
3.78
0.74
5.42
4.07
19.82
12.95
17.78
3.04
49.00
2.03
4.82
2.10
7.61
76.34
6.12
6.37
22.84
V(m/s)
0.54
0.81
0.88
0.61
0.35
0.82
0.88
0.16
0.70
0.40
0.14
0.14
0.86
0.34
0.11
0.28
0.20
0.39
0.55
0.20
0.86
0.08
0.43
0.36
0.81
0.89
2.01
1.84
1.53
0.38
1.52
0.47
0.52
0.33
0.55
1.49
0.55
0.68
2.17
C
81
81
81
72
90
72
72
150
81
81
150
150
105
116
116
116
116
105
81
105
72
81
81
105
105
105
130
130
105
81
72
105
72
72
72
72
81
81
130
Istallation(year)
1985
1989
1985
1970
1985
1970
1970
New
1999
1999
New
New
2004
2004
2004
2004
2004
2005
1999
2004
1970
1999
1999
2004
2004
2005
New
New
2005
1989
1975
2005
1975
1975
1955
1970
1989
1989
New
S.No.
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
Label
P392
P393
P394
P395
P396
P397
P398
P399
P400
P401
P402
P403
P404
P405
P406
P407
P408
P409
P410
P411
P412
P413
P414
P415
P416
P417
P418
P419
P420
P421
P422
P423
P424
P425
P426
P427
P428
P429
P430
L(m)
408
1,230
345
19
390
973
910
3
6
3
4
3
475
175
38
23
772
351
182
785
789
1,268
469
319
4
3
3
2,741
665
1,192
3
3
3
1,057
3
204
3
3
49
D(mm)
200
150
200
250
200
200
300
350
300
250
300
250
300
300
300
350
150
150
200
200
250
150
200
250
300
500
500
1200
150
200
600
600
400
400
300
300
400
600
600
Material
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
St
St
St
DCI
DCI
DCI
St
DCI
DCI
DCI
DCI
DCI
GS
DCI
DCI
DCI
St
St
St
GS
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
38.8
30.11
53.3
107.13
51.37
51.37
53.11
0
76.47
69.89
69.89
164.08
19.52
19
125.56
55.06
8.98
13.6
56.72
14.05
6.68
13.36
15.56
51.99
69.37
342.99
342.99
1,261.19
17.05
20.65
88.48
88.48
33.61
33.61
51.92
51.92
320.4
320.4
478.19
Pr.PipeHL(m)
7.86
74.79
11.98
0.33
15.71
39.21
4.35
0.00
0.07
0.06
0.03
0.35
0.44
0.12
1.12
0.06
4.02
3.93
7.08
2.30
0.25
17.12
1.66
1.49
0.01
0.04
0.04
4.44
11.34
4.41
0.00
0.00
0.00
0.53
0.01
0.94
0.12
0.02
0.47
Page11of13
HLGradient(m/km)
19.26
60.81
34.68
17.75
40.29
40.29
4.78
0.00
11.66
19.25
7.96
116.68
0.93
0.71
29.26
2.41
5.20
11.22
38.92
2.93
0.31
13.51
3.55
4.65
3.24
12.55
12.55
1.62
17.06
3.70
0.40
0.45
0.50
0.50
4.61
4.58
40.83
5.71
9.57
V(m/s)
1.23
1.70
1.70
2.18
1.64
1.64
0.75
0.00
1.08
1.42
0.99
3.34
0.28
0.27
1.78
0.57
0.51
0.77
1.81
0.45
0.14
0.76
0.50
1.06
0.98
1.75
1.75
1.12
0.96
0.66
0.31
0.31
0.27
0.27
0.73
0.73
2.55
1.13
1.69
C
81
72
81
130
72
72
81
81
72
81
81
72
72
81
72
81
81
81
81
81
72
72
81
130
130
81
81
90
81
105
81
81
81
81
81
81
72
72
81
Istallation(year)
1989
1975
1989
New
1955
1955
1989
1989
1970
1985
1985
1975
1975
1985
1975
1985
1989
1989
1989
1989
1975
1955
1989
New
New
1985
1985
1985
1984
2005
1999
1999
1999
1999
1999
1999
1975
1975
2002
S.No.
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
Label
P431
P432
P433
P434
P435
P436
P437
P438
P439
P440
P441
P442
P443
P444
P445
P446
P447
P448
P449
P450
P451
P452
P453
P454
P455
P456
P457
P458
P459
P460
P461
P462
P463
P464
P465
P466
P467
P468
P469
L(m)
2,808
21
3
158
14
3
425
3
4,764
928
180
3
107
3
3
1,425
3
927
3
677
747
1,756
1,273
870
1,004
3
3
34
0
672
66
4
3
43
66
3
89
1,181
3
D(mm)
900
100
400
400
400
400
400
900
900
400
400
400
250
250
350
350
400
400
250
250
150
250
200
450
450
200
200
600
600
110
150
150
150
150
150
200
200
300
300
Material
DCI
St
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
GS
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
PVC
GS
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
686.08
6.02
255.64
0
255.64
255.64
255.64
430.44
430.44
201.55
142.89
142.89
75.98
75.98
0
0
139.52
139.52
96.23
96.23
9
28.07
26.2
113.9
59.81
91.6
91.6
157.79
134.05
0.38
5.49
5.11
5.11
0
0
55.94
55.94
17.75
17.75
Pr.PipeHL(m)
5.98
0.38
0.08
0.00
0.39
0.08
11.43
0.00
4.28
5.38
0.55
0.01
2.41
0.07
0.00
0.00
0.02
6.53
0.04
9.85
3.90
7.79
11.85
0.99
0.35
0.28
0.28
0.05
0.00
0.01
0.14
0.01
0.01
0.00
0.00
0.07
2.09
0.92
0.00
Page12of13
HLGradient(m/km)
2.13
17.88
26.89
0.00
26.89
26.89
26.89
0.89
0.90
5.80
3.06
3.08
22.55
22.57
0.00
0.00
7.04
7.04
14.54
14.55
5.22
4.44
9.31
1.13
0.34
94.51
94.56
1.53
0.00
0.02
2.09
1.86
1.84
0.00
0.00
23.42
23.45
0.78
0.79
V(m/s)
1.08
0.77
2.03
0.00
2.03
2.03
2.03
0.68
0.68
1.60
1.14
1.14
1.55
1.55
0.00
0.00
1.11
1.11
1.96
1.96
0.51
0.57
0.83
0.72
0.38
2.92
2.92
0.56
0.47
0.04
0.31
0.29
0.29
0.00
0.00
1.78
1.78
0.25
0.25
C
90
81
72
72
72
72
72
90
90
130
130
130
81
81
81
81
81
81
130
130
81
72
81
130
130
81
81
72
72
150
81
81
81
105
130
105
105
72
72
Istallation(year)
1985
1989
1975
1975
1975
1975
1975
1985
1985
New
New
New
1989
1989
1989
1989
2002
2002
New
New
1984
1975
1985
New
New
1989
1989
1975
1975
New
1984
1984
1984
2005
New
2005
2005
1975
1975
S.No.
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
Label
P470
P471
P472
P473
P474
P475
P476
P477
P478
P479
P480
P481
P482
P483
P484
P485
P486
P487
P488
P489
P490
L(m)
3
319
903
1,042
10
630
990
1,977
51
11
907
864
500
263
22
3
835
3
905
1,177
3
D(mm)
150
150
150
150
200
200
200
150
150
200
200
200
200
200
200
250
250
350
350
200
200
Material
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
DCI
PVC
PVC
APPENDIXEImprovedsystem
APPENDIXE2Linkswithimprovedsystem
Q(l/s)
14.88
14.88
31.77
31.77
56.21
56.21
56.21
6.68
6.68
28.01
28.01
76.98
76.98
0
0
0
0
87.95
87.95
0
0
Pr.PipeHL(m)
0.04
4.22
48.76
56.30
0.16
10.05
15.77
7.39
0.19
0.12
9.55
36.58
21.16
0
0
0
0
0.02
5.19
0
0
Page13of13
HLGradient(m/km)
13.30
13.25
54.02
54.02
15.92
15.94
15.94
3.74
3.74
10.53
10.54
42.37
42.37
0
0
0
0
5.75
5.74
0
0
V(m/s)
0.84
0.84
1.80
1.80
1.79
1.79
1.79
0.38
0.38
0.89
0.89
2.45
2.45
0.00
0.00
0.00
0.00
0.91
0.91
0.00
0.00
C
81
81
81
81
130
130
130
72
72
81
81
105
105
81
81
81
81
81
81
99
99
Istallation(year)
1989
1989
1989
1989
1955
1955
1955
1975
1975
1989
1989
2005
2005
1989
1989
1989
1989
1989
1989
2001
2001