School of Housing, Building & Planning

REG 265 : INFRASTRUCTURE TECHNOLOGY

DESIGN THE WATER RETICULATION SYSTEM FOR INDUSTRIAL AREA USING EPANET

Preapared for:
Dr Ahmad Hilmy Bin Abdul Hamid

Prepared by:
Nurush Syahadah Mahmud 107345
Urban and Regional Planning
Table of Content
1.0 Introduction

2.0 Introduction to EPANET

3.0 Design the water distribution using EPANET

-Keyplan , location plan, site plan, topography
- Procedures and designing consideration

4.0 The Design of Water Distribution System

at Kuantan Industrial Park (ZONE 3)

5.0 The Output Design and Data on

Water Reticulation Design Using The EPANET
-The result of analysis on water reticulation
system for Zone 3 Kuantan Industrial Park
 1.0 Introduction
Water

Water has always played a central role in human societies, but in order to sustain that role, it
needs to be harnessed and managed to increase its productive impact and to reduce the risk of
destruction, while protecting aquatic ecosystems which is crucial for the environment. This could
be achieved by developing adequate hydraulic infrastructure concomitantly with legal and
institutional frameworks for water management.
“Water for Life”, to emphasize the importance of water for sustainable development and the
eradication of poverty and hunger, and its indispensability for human health and well-being.

Infrastructure

From Webster’s New World Dictionary, it defines infrastructure as “the substructure or

underlying foundation, especially the basic installations and facilities on which the continuance
and growth of a community depends”. The term basically refers to the technical structures that
support a society such as water supply, roads, sewer, electrical, telecommunications and many
more.
Water infrastructure can be defined as a stock of facilities and installations needed to develop
and manage water resources, including delivery, treatment, supply and distribution of water to its
users as well as forthe collection, removal, treatment and disposal of sewage and wastewater.

INFRASTRUCTURE FOR DEVELOPING WATER RESOURCES

(DAMS AND RESERVOIRS)

Dams and reservoirs provide storage for water, including flood water, which can then be
supplied for households and irrigation, as well as for generation of power, thus reducing fossil
fuel depletion and the negative environmental effects of fossil fuel burning. The local authorizes
always promote the priority in strategic planning with respect to water and energy. However,
with other infrastructure projects, there are also adverse environmental and social impacts that
must be minimized or mitigated.
INFRASTRUCTURE FOR INDUSTRIAL WATER SUPPLY

Water supply for small-scale industries located within urban areas

is often provided by public water systems, while large-scale of
industrial projects or industrial zones may have their own
infrastructure for water supply and effluent treatment. Although all
countries are conscious of the degradation of their water resources
due to pollution by industrial, the development of infrastructure for
collecting, treating and disposing of industrial wastewater has often
become the pace of industrialization.
The water distribution system is the essentiallink between
the water supply source and consumer. It is become complex
system to build and some of the costly infrastructure.
It have elaborate the system that allows water to be moved through
mile of piping before reaching the tap. Pumps allowwater to move
through the system and it is intregrate with valve with allow water
pressure and flow in a direction along the way to meet the need of
world.
There are many methods of distribution of water. It may be
distributed by gravity, pumps alone and storage pumping.

1. Gravity distribution method

It is only possible when the sources of supply located
substantially above the level of the city. This is most
dependable technique, provided there are multiple well-
protected conduits carrying the flow to the community.

2. Pumping without storage

The least desirable method of distributions, since it provides
no reserve flow in the event of power failure and pressures
will fluctuate substantially with variations in flow. It must
be constantly varied to match an unpredictable demand,
sophisticated control systems are required.

3. Pumping with storage

The method of distribution of water with it is pumped at a
more or less uniform rate, with flow in excess of
consumptions being stored in elevated storage tanks
distribution throughout the system.
2.0 Introduction to EPANET
EPANET is a public domain, the modeling software that develop by the United States
Enviromental Protection Agency’s by Water Supply and Water Resources Division. It performs
the simulation of hydraulic and water quality behavior within the pipe networks.

EPANET also provides an integrated environment for editing network input data, running
hydraulic and water quality simulations, and viewing the results in a variety of formats.
EPANET provides a fully equipment and hydraulic analysis that can handle systems of any size.
The package also supports the simulation of spatially various water demand, constant or variable
speed pumps and the minor head losses for fitting. The modeling provides information such as
flows in pipes, pressures at junctions, contaminant, chlorine concentration, water age, and even
alternative analysis. It also helps to compute pumping energy and cost and then model various
types of valves, including close in valve, check pressure regulating and flow control
EPANET’s water quality modeling functionality allows users to analyze the movement of
a reactive or non-reactive material which spreads through the network. It rates the reactive
material as is grows, tracks the percentage of flow from the given nodes. The storage tanks can
be modeled as complete mix in water design system.
The visual network editor of EPANET simplify the process of building piping network
models and editing their properties. These various types of data reporting visualization tools are
used t help in analyze the networks in the graphics views, tabular views, and special reports.

The design of network and water supply systems is a challenging task because the movement of
the water cannot be count by manually easily. It is not only the process of key in data but we
need to find what is the definitions of the object in that software. To fulfilled the need of subject
REG 265, Infrastructure Technology, the students must design the water reticulation system for
industrial park at Kuantan for Zone 3. The design must use the EPANET software and report the
analysis.

Objectives of study:
l.To understand the design various water supply schemes with the integrating of use of water
distribution instrument like pipe, valves and pump.
2. To learn how to use the EPANET software for the future need in career.
 3.0 Design the water distribution using EPANET
Kuantan Port Industrial Area: Industrial zone: Zone 3

Key plan

Site Plan
Location
plan
Development of Master Plan of Kuantan Port Industrial area

Topography and Water Impounding near to Kuantan Port Industrial Area

Water Catchment Area near to the site.
The water source for project site is Sg Kuantan Water Catchment Area
From the map, we can analyse that the water come from the Sg Kuantan is store to Semambu
Treatment Work for treatment. Then, it will store at the reservoir and distribute the water by gravitional
flow.
From the elevation or cross section, it show the source point of the water is place high from ground
which is 60m, travel the water using transmission pipeline then to Supply Point that locate at 37m from
Ground Level.
4.1 Procedures and designing consideration:

1) Study the location, the location of zone 3 is a place that divided with one main road. There had been
proposing of 2 tank of water storage and one reservoir.

2) Start with the design process with sketches of the network of pipe that want to propose.
3) Apply it using EPANET software,

First, we need to set the default of the project on the

hydraulic, and some properties as shown at besides table.

4)Adding a Time Pattern at the right hand

side bar. The pattern show the multipliers of
patterns to speed setting. Here, I set the
number 1 as multipliers corresponding to 4
hour that will be equivalent for 24 hours. I
name the pattern ID as 2.

5) Then, start working with the map by set

the map dimensions. Set the map as backdrop
and using it to simplify the process of adding
the node or junction.
( ). After that, start builds the network of
pipes.
According to epanet manual, pipes are links
that convey water from one point into the
network to another and this software assumes
that all pipes are full at all times. It have flow
direction from head of hydrauling at head to
lower head
The parameters for pipes that need to consider
is start and end nodes, diameter, the length, the
roughness, status whether is open or closed or
contains a valve. All these parameter will cause pipes have gate and non return which allow flow
in only one direction.
The propose node or junction. It has 20 nodes that propose on Kuantan Industrial Park zone 3.

All of the junctions are connect with pipe network. Valve and pump are use.
Pumps
Pumps are links that give energy to a fluid by raise its hydraulic head by principal input
parameters, the start and end nodes and pump curve. Pump curve is the combination of heads and
flows that pump can produce. From the curve, it show how the pump could be represented as a
constant energy device in supplies a amount of energy in term of horsepower or kilowatts to the
fluid for all combinations of flow and head.

EPANET will not allow a pump to operate outside the range of its pump curve. Then here, I use
the single-point pump curve by plot the flow as 600 and the head as 300 and connected to the
junctions. as Pumps can be turned on and off at preset times or when certain conditions exist in
the network. A pump’s operation can also be described by assigning it a time pattern of relative
speed settings. From EPANET, we can also get the calculation of the energy consumption and
cost of a pump. Each pump can be assigned an efficiency curve and schedule of energy prices. If
these are not supplied then a set of global
energy options will be used.
Here, I propose pumps at two locations near the storage tank in order to rising the water pressure
that from distribution network pipe that distribute by reservoir.

Valves
As with pipes, pumps can be turned on and off at preset times or when certain
conditions exist in the network. A pump’s operation can also be manipulate by time pattern of
relative speed settings. EPANET can also compute theenergy consumption and cost of a pump.
Each pump can be assigned efficiency curve and schedule of energy prices. If these are not
supplied then a set of global energy options will be used.
Flow through a pump is unidirectional. By using EPANET, if system conditions require more
head than the pump can produce, EPANET shuts the pump off. If more than the maximum flowis
required, EPANET extrapolates the pump curve to the required flow, even if this
produces a negative head. In both cases a warning message will be issued. Here, I use valves to
stop the networking of pipe to separate the distribution of water from tank storage 5 and storage
6.

6) Next step, I use to edit all the properties of junction and pipe.
For all junctions, I fill the number of 37 for elevation by referring the Ground Level in section
plan and fill the number of 20.2 for demand base except for 3 junctions which are node 4, 5 and
6. The demand base that use is 20.2 because considers it as water demand criteria. The water
demand criterion for industrial zone is 20.2CuM/acre/day. Since there are no average water
consumption for industrial area because the industrial area not include in category of premise or
land use for it and the water demand for this place is actual amount due to the production
activity. If there no production activity that use water, so there are no fixed water demand. Then
I set the demand pattern as 2 considering the PATTERN ID which is name as 2. The multiplier
that I choose had been tell before.
For pipe networking, I use auto length on function, so the pipe length had been calculated itself.
The diameter for all pipe is basically 12. But, the pipe from reservoir which is pipes 30,31 and 32
is the 60 size of diameter for better transportation of water. Then the pipe that connected to
storage tank is 30 in diameter because it is the first pipes that will carry the water to other pipe,
so the diameter must be half of the size diameter for distribution water pipe.

7) The last part is run the analysis to look whether the schematic design of water distribution
system is successful or not. The time is set for 24 hours and the data are collected every hour.
The results are collected.
 The Design of Water Distribution System at Kuantan Industrial Park (ZONE 3)

The design of water distribution system for this zone is consider to the map. From the map,
there are some part in zone 3 have undergone the process of plotting the lot. It can been seen the road
planning at that zone. So, the design had been made consider the road signage on the map and it is use
the trunk system to cover all the area.

The valve had been proposed to build in the middle of main road of zone 3. As I mentioned
before, the valve is use to stop the flow networking of the pipe. So I divide the network at the main road
to make the design more balance.

The existing propose storage tank also influence the design of water distribution system because
the design must to use exist propose storage tank and the tank 6 is not suitable to build there because
tank 6 is too far away from reservoir and tank 6 need to cover large area.

The location of reservoir is 60km high from other tank and i am using the gravity to distribute
the water. But, the network of distribution pipe is compulsory to design like that because of reservoir.
 The design is also consider to simplicity value, because the distribution water system need to be
cost effective to construct, suit the development phasing and ease of maintenance or renovate it.
Other than that, the design had been modify too many time because of the criteria and requirement
that have to follow. This is the typical things that influence the design of the object in water distribution
system.
5.0 Th Design and Data output on Water Reticulation
Design Using The EPANET

The Design of Water Reticulation

The pressure and flow of water in designed water reticulation
 Watar Reticulation System Zone 3
The result of analysis on water reticulation system for Zone 3 Kuantan Industrial Park

**********************************************************************
* E P A N E T*
* Hydraulic and Water Quality *
* Analyxix for Pipe Networkx *
* Verxion 2.0 *
**********************************************************************

----------------------------------------------------------------------
Link Start End Length Diameter
ID Node Node ft in
----------------------------------------------------------------------
30 1 4 12524.75 40
31 4 5 3898.32 40
32 5 6 5547.35 40
33 3 15 915.97 30
34 3 14 1749.29 30
35 14 20 2337.56 12
36 20 21 1542.19 12
37 21 22 2603.28 12
38 22 23 1126.92 12
39 23 14 1956.05 12
40 23 16 2440.01 12
41 16 15 939.61 12
42 15 17 1685.45 12
43 16 19 1486.19 12
44 19 17 1300.10 12
45 17 18 1712.78 12
46 18 9 1245.12 12
47 9 19 1724.60 12
48 8 13 1436.01 12
49 2 13 1190.04 30
50 2 7 1853.99 30
51 7 10 2699.98 12
52 10 8 1578.25 12
53 10 12 2014.04 12
54 12 11 2740.40 12
55 11 7 2217.50 12
2 4 2 #N/A #N/A Pump
27 6 3 #N/A #N/A Pump
13 8 9 #N/A 12 Valve
Page 2 Watar Reticulation Syxtem Zone 3
Energy Uxage:
----------------------------------------------------------------------
Uxage Avg. Kw-hr Avg. Peak Coxt
Pump Factor Effic. /Mgal Kw Kw /day
----------------------------------------------------------------------
2 18.98 75.00 80.01 5.51 5.93 0.00
27 39.16 75.00 82.08 5.63 5.89 0.00
----------------------------------------------------------------------
Demand Charge: 0.00
Total Coxt: 0.00

Node Rexultx at 0:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.70 -0.31 0.00
5 0.00 -0.76 -0.33 0.00
6 0.00 -0.85 -0.37 0.00
7 10.10 10.00 4.33 0.00
8 10.10 10.00 4.33 0.00
9 10.10 9.99 4.33 0.00
10 10.10 10.00 4.33 0.00
11 10.10 10.00 4.33 0.00
12 10.10 10.00 4.33 0.00
13 10.10 10.00 4.33 0.00
14 10.10 10.00 4.33 0.00
15 10.10 10.00 4.33 0.00
16 10.10 9.99 4.33 0.00
17 10.10 9.99 4.33 0.00
18 10.10 9.99 4.33 0.00
19 10.10 9.99 4.33 0.00
20 10.10 9.99 4.33 0.00
21 10.10 9.99 4.33 0.00
22 10.10 9.99 4.33 0.00
23 10.10 9.99 4.33 0.00
1 -2334.44 0.00 0.00 0.00 Rexervoir
2 1106.85 10.00 4.33 0.00 Tank
3 1055.89 10.00 4.33 0.00 Tank

Link Rexultx at 0:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2334.44 0.60 0.06 Open
31 1166.99 0.30 0.02 Open
32 1166.99 0.30 0.02 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
Page 3 Watar Reticulation Syxtem Zone 3
Link Rexultx at 0:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1167.45 0.00 -10.70 Open Pump
27 1166.99 0.00 -10.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 1:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.69 -0.30 0.00
5 0.00 -0.75 -0.32 0.00
6 0.00 -0.83 -0.36 0.00
7 26.26 14.52 6.29 0.00
8 26.26 14.51 6.29 0.00
9 26.26 14.26 6.18 0.00
10 26.26 14.50 6.28 0.00
11 26.26 14.50 6.28 0.00
12 26.26 14.50 6.28 0.00
13 26.26 14.52 6.29 0.00
14 26.26 14.31 6.20 0.00
15 26.26 14.31 6.20 0.00
16 26.26 14.28 6.19 0.00
17 26.26 14.27 6.18 0.00
18 26.26 14.26 6.18 0.00
19 26.26 14.27 6.18 0.00
20 26.26 14.28 6.19 0.00
21 26.26 14.27 6.18 0.00
22 26.26 14.27 6.18 0.00
Page 4 Watar Reticulation Syxtem Zone 3
Node Rexultx at 1:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
23 26.26 14.28 6.19 0.00
1 -2307.13 0.00 0.00 0.00 Rexervoir
2 995.91 14.52 6.29 0.00 Tank
3 864.81 14.31 6.20 0.00 Tank

Link Rexultx at 1:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2307.13 0.59 0.06 Open
31 1153.67 0.29 0.02 Open
32 1153.67 0.29 0.02 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Open
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1153.47 0.00 -15.21 Open Pump
27 1153.67 0.00 -15.15 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 5 Watar Reticulation Syxtem Zone 3
Node Rexultx at 2:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.68 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.82 -0.35 0.00
7 20.20 18.59 8.05 0.00
8 20.20 18.58 8.05 0.00
9 20.20 17.81 7.72 0.00
10 20.20 18.58 8.05 0.00
11 20.20 18.58 8.05 0.00
12 20.20 18.58 8.05 0.00
13 20.20 18.59 8.05 0.00
14 20.20 17.84 7.73 0.00
15 20.20 17.85 7.73 0.00
16 20.20 17.83 7.72 0.00
17 20.20 17.82 7.72 0.00
18 20.20 17.81 7.72 0.00
19 20.20 17.82 7.72 0.00
20 20.20 17.82 7.72 0.00
21 20.20 17.82 7.72 0.00
22 20.20 17.82 7.72 0.00
23 20.20 17.83 7.72 0.00
1 -2283.38 0.00 0.00 0.00 Rexervoir
2 1019.54 18.59 8.05 0.00 Tank
3 920.44 17.85 7.73 0.00 Tank

Link Rexultx at 2:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2283.38 0.58 0.05 Open
31 1142.64 0.29 0.01 Open
32 1142.64 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
Page 6 Watar Reticulation Syxtem Zone 3
Link Rexultx at 2:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1140.74 0.00 -19.27 Open Pump
27 1142.64 0.00 -18.66 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 3:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 24.24 19.81 8.58 0.00
8 24.24 19.79 8.58 0.00
9 24.24 19.60 8.49 0.00
10 24.24 19.79 8.58 0.00
11 24.24 19.79 8.57 0.00
12 24.24 19.79 8.57 0.00
13 24.24 19.81 8.58 0.00
14 24.24 19.64 8.51 0.00
15 24.24 19.64 8.51 0.00
16 24.24 19.62 8.50 0.00
17 24.24 19.61 8.50 0.00
18 24.24 19.60 8.49 0.00
19 24.24 19.60 8.49 0.00
20 24.24 19.61 8.50 0.00
21 24.24 19.61 8.50 0.00
22 24.24 19.61 8.50 0.00
23 24.24 19.62 8.50 0.00
1 -2273.88 0.00 0.00 0.00 Rexervoir
2 991.47 19.81 8.58 0.00 Tank
3 870.34 19.65 8.51 0.00 Tank
Page 7 Watar Reticulation Syxtem Zone 3
Link Rexultx at 3:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.88 0.58 0.05 Open
31 1136.98 0.29 0.01 Open
32 1136.98 0.29 0.01 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1136.91 0.00 -20.48 Open Pump
27 1136.98 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 4:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.47 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.02 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.47 8.44 0.00
14 10.10 19.03 8.25 0.00
15 10.10 19.03 8.25 0.00
Page 8 Watar Reticulation Syxtem Zone 3
Node Rexultx at 4:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 10.10 19.02 8.24 0.00
17 10.10 19.02 8.24 0.00
18 10.10 19.02 8.24 0.00
19 10.10 19.02 8.24 0.00
20 10.10 19.02 8.24 0.00
21 10.10 19.02 8.24 0.00
22 10.10 19.02 8.24 0.00
23 10.10 19.02 8.24 0.00
1 -2276.88 0.00 0.00 0.00 Rexervoir
2 1077.37 19.47 8.44 0.00 Tank
3 1027.82 19.03 8.25 0.00 Tank

Link Rexultx at 4:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.88 0.58 0.05 Open
31 1138.92 0.29 0.01 Open
32 1138.92 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.97 0.00 -20.14 Open Pump
27 1138.92 0.00 -19.84 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 9 Watar Reticulation Syxtem Zone 3
Node Rexultx at 5:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 26.26 19.81 8.58 0.00
8 26.26 19.80 8.58 0.00
9 26.26 19.60 8.49 0.00
10 26.26 19.79 8.58 0.00
11 26.26 19.79 8.58 0.00
12 26.26 19.79 8.57 0.00
13 26.26 19.81 8.58 0.00
14 26.26 19.65 8.52 0.00
15 26.26 19.65 8.52 0.00
16 26.26 19.62 8.50 0.00
17 26.26 19.61 8.50 0.00
18 26.26 19.60 8.49 0.00
19 26.26 19.61 8.50 0.00
20 26.26 19.62 8.50 0.00
21 26.26 19.61 8.50 0.00
22 26.26 19.61 8.50 0.00
23 26.26 19.62 8.50 0.00
1 -2273.84 0.00 0.00 0.00 Rexervoir
2 979.34 19.81 8.58 0.00 Tank
3 848.09 19.65 8.52 0.00 Tank

Link Rexultx at 5:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.84 0.58 0.05 Open
31 1136.95 0.29 0.01 Open
32 1136.95 0.29 0.01 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Open
Page 10 Watar Reticulation Syxtem Zone 3
Link Rexultx at 5:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1136.90 0.00 -20.48 Open Pump
27 1136.95 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 6:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 20.20 19.43 8.42 0.00
8 20.20 19.42 8.41 0.00
9 20.20 18.92 8.20 0.00
10 20.20 19.42 8.41 0.00
11 20.20 19.42 8.41 0.00
12 20.20 19.41 8.41 0.00
13 20.20 19.43 8.42 0.00
14 20.20 18.95 8.21 0.00
15 20.20 18.95 8.21 0.00
16 20.20 18.93 8.20 0.00
17 20.20 18.92 8.20 0.00
18 20.20 18.92 8.20 0.00
19 20.20 18.92 8.20 0.00
20 20.20 18.93 8.20 0.00
21 20.20 18.93 8.20 0.00
22 20.20 18.93 8.20 0.00
23 20.20 18.93 8.20 0.00
1 -2277.26 0.00 0.00 0.00 Rexervoir
2 1016.90 19.43 8.42 0.00 Tank
3 916.96 18.95 8.21 0.00 Tank
Page 11 Watar Reticulation Syxtem Zone 3
Link Rexultx at 6:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2277.26 0.58 0.05 Open
31 1139.16 0.29 0.01 Open
32 1139.16 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1138.10 0.00 -20.10 Open Pump
27 1139.16 0.00 -19.76 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 7:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.19 -0.08 0.00
5 0.00 -0.19 -0.08 0.00
6 0.00 -0.19 -0.08 0.00
7 24.24 19.65 8.52 0.00
8 24.24 19.64 8.51 0.00
9 24.24 19.95 8.65 0.00
10 24.24 19.64 8.51 0.00
11 24.24 19.64 8.51 0.00
12 24.24 19.64 8.51 0.00
13 24.24 19.65 8.52 0.00
14 24.24 20.00 8.67 0.00
15 24.24 20.00 8.67 0.00
Page 12 Watar Reticulation Syxtem Zone 3
Node Rexultx at 7:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 24.24 19.97 8.65 0.00
17 24.24 19.96 8.65 0.00
18 24.24 19.95 8.65 0.00
19 24.24 19.96 8.65 0.00
20 24.24 19.97 8.65 0.00
21 24.24 19.96 8.65 0.00
22 24.24 19.96 8.65 0.00
23 24.24 19.97 8.65 0.00
1 -1138.92 0.00 0.00 0.00 Rexervoir
2 993.48 19.65 8.52 0.00 Tank
3 -266.64 20.00 8.67 0.00 Tank

Link Rexultx at 7:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 1138.92 0.29 0.01 Open
31 0.00 0.00 0.00 Open
32 0.00 0.00 0.00 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1138.92 0.00 -19.84 Open Pump
27 0.00 0.00 0.00 Cloxed Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 13 Watar Reticulation Syxtem Zone 3
Node Rexultx at 8:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.48 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.03 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.48 8.44 0.00
14 10.10 19.04 8.25 0.00
15 10.10 19.04 8.25 0.00
16 10.10 19.03 8.25 0.00
17 10.10 19.03 8.25 0.00
18 10.10 19.03 8.24 0.00
19 10.10 19.03 8.25 0.00
20 10.10 19.03 8.25 0.00
21 10.10 19.03 8.25 0.00
22 10.10 19.03 8.25 0.00
23 10.10 19.03 8.25 0.00
1 -2276.85 0.00 0.00 0.00 Rexervoir
2 1077.35 19.48 8.44 0.00 Tank
3 1027.79 19.04 8.25 0.00 Tank

Link Rexultx at 8:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.85 0.58 0.05 Open
31 1138.89 0.29 0.01 Open
32 1138.89 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
Page 14 Watar Reticulation Syxtem Zone 3
Link Rexultx at 8:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.95 0.00 -20.15 Open Pump
27 1138.89 0.00 -19.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 9:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 26.26 19.81 8.58 0.00
8 26.26 19.80 8.58 0.00
9 26.26 19.60 8.49 0.00
10 26.26 19.79 8.58 0.00
11 26.26 19.79 8.58 0.00
12 26.26 19.79 8.57 0.00
13 26.26 19.81 8.58 0.00
14 26.26 19.65 8.51 0.00
15 26.26 19.65 8.52 0.00
16 26.26 19.62 8.50 0.00
17 26.26 19.61 8.50 0.00
18 26.26 19.60 8.49 0.00
19 26.26 19.61 8.50 0.00
20 26.26 19.62 8.50 0.00
21 26.26 19.61 8.50 0.00
22 26.26 19.61 8.50 0.00
23 26.26 19.62 8.50 0.00
1 -2273.85 0.00 0.00 0.00 Rexervoir
2 979.34 19.81 8.58 0.00 Tank
3 848.09 19.65 8.52 0.00 Tank
Page 15 Watar Reticulation Syxtem Zone 3
Link Rexultx at 9:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.85 0.58 0.05 Open
31 1136.95 0.29 0.01 Open
32 1136.95 0.29 0.01 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Open
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1136.90 0.00 -20.48 Open Pump
27 1136.95 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 10:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 20.20 19.43 8.42 0.00
8 20.20 19.42 8.41 0.00
9 20.20 18.92 8.20 0.00
10 20.20 19.42 8.41 0.00
11 20.20 19.42 8.41 0.00
12 20.20 19.42 8.41 0.00
13 20.20 19.43 8.42 0.00
14 20.20 18.95 8.21 0.00
15 20.20 18.95 8.21 0.00
Page 16 Watar Reticulation Syxtem Zone 3
Node Rexultx at 10:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 20.20 18.93 8.20 0.00
17 20.20 18.92 8.20 0.00
18 20.20 18.92 8.20 0.00
19 20.20 18.92 8.20 0.00
20 20.20 18.93 8.20 0.00
21 20.20 18.93 8.20 0.00
22 20.20 18.93 8.20 0.00
23 20.20 18.93 8.20 0.00
1 -2277.26 0.00 0.00 0.00 Rexervoir
2 1016.90 19.43 8.42 0.00 Tank
3 916.96 18.95 8.21 0.00 Tank

Link Rexultx at 10:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2277.26 0.58 0.05 Open
31 1139.16 0.29 0.01 Open
32 1139.16 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1138.10 0.00 -20.10 Open Pump
27 1139.16 0.00 -19.77 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 17 Watar Reticulation Syxtem Zone 3
Node Rexultx at 11:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.19 -0.08 0.00
5 0.00 -0.19 -0.08 0.00
6 0.00 -0.19 -0.08 0.00
7 24.24 19.65 8.52 0.00
8 24.24 19.64 8.51 0.00
9 24.24 19.95 8.65 0.00
10 24.24 19.64 8.51 0.00
11 24.24 19.64 8.51 0.00
12 24.24 19.64 8.51 0.00
13 24.24 19.65 8.52 0.00
14 24.24 20.00 8.67 0.00
15 24.24 20.00 8.67 0.00
16 24.24 19.97 8.65 0.00
17 24.24 19.96 8.65 0.00
18 24.24 19.95 8.65 0.00
19 24.24 19.96 8.65 0.00
20 24.24 19.97 8.65 0.00
21 24.24 19.96 8.65 0.00
22 24.24 19.96 8.65 0.00
23 24.24 19.97 8.65 0.00
1 -1138.92 0.00 0.00 0.00 Rexervoir
2 993.48 19.65 8.52 0.00 Tank
3 -266.64 20.00 8.67 0.00 Tank

Link Rexultx at 11:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 1138.92 0.29 0.01 Open
31 0.00 0.00 0.00 Open
32 0.00 0.00 0.00 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open

Page 18 Watar Reticulation Syxtem Zone 3

Link Rexultx at 11:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1138.92 0.00 -19.84 Open Pump
27 0.00 0.00 0.00 Cloxed Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 12:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.48 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.03 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.48 8.44 0.00
14 10.10 19.04 8.25 0.00
15 10.10 19.04 8.25 0.00
16 10.10 19.03 8.25 0.00
17 10.10 19.03 8.25 0.00
18 10.10 19.03 8.24 0.00
19 10.10 19.03 8.25 0.00
20 10.10 19.03 8.25 0.00
21 10.10 19.03 8.25 0.00
22 10.10 19.03 8.25 0.00
23 10.10 19.03 8.25 0.00
1 -2276.85 0.00 0.00 0.00 Rexervoir
2 1077.35 19.48 8.44 0.00 Tank
3 1027.79 19.04 8.25 0.00 Tank
Page 19 Watar Reticulation Syxtem Zone 3
Link Rexultx at 12:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.85 0.58 0.05 Open
31 1138.89 0.29 0.01 Open
32 1138.89 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.95 0.00 -20.15 Open Pump
27 1138.89 0.00 -19.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 13:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 26.26 19.81 8.58 0.00
8 26.26 19.80 8.58 0.00
9 26.26 19.60 8.49 0.00
10 26.26 19.79 8.58 0.00
11 26.26 19.79 8.58 0.00
12 26.26 19.79 8.57 0.00
13 26.26 19.81 8.58 0.00
14 26.26 19.65 8.51 0.00
15 26.26 19.65 8.52 0.00
Page 20 Watar Reticulation Syxtem Zone 3
Node Rexultx at 13:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 26.26 19.62 8.50 0.00
17 26.26 19.61 8.50 0.00
18 26.26 19.60 8.49 0.00
19 26.26 19.61 8.50 0.00
20 26.26 19.62 8.50 0.00
21 26.26 19.61 8.50 0.00
22 26.26 19.61 8.50 0.00
23 26.26 19.62 8.50 0.00
1 -2273.85 0.00 0.00 0.00 Rexervoir
2 979.34 19.81 8.58 0.00 Tank
3 848.09 19.65 8.52 0.00 Tank

Link Rexultx at 13:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.85 0.58 0.05 Open
31 1136.95 0.29 0.01 Open
32 1136.95 0.29 0.01 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Open
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1136.90 0.00 -20.48 Open Pump
27 1136.95 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 21 Watar Reticulation Syxtem Zone 3
Node Rexultx at 14:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 20.20 19.43 8.42 0.00
8 20.20 19.42 8.41 0.00
9 20.20 18.92 8.20 0.00
10 20.20 19.42 8.41 0.00
11 20.20 19.42 8.41 0.00
12 20.20 19.42 8.41 0.00
13 20.20 19.43 8.42 0.00
14 20.20 18.95 8.21 0.00
15 20.20 18.95 8.21 0.00
16 20.20 18.93 8.20 0.00
17 20.20 18.92 8.20 0.00
18 20.20 18.92 8.20 0.00
19 20.20 18.92 8.20 0.00
20 20.20 18.93 8.20 0.00
21 20.20 18.93 8.20 0.00
22 20.20 18.93 8.20 0.00
23 20.20 18.93 8.20 0.00
1 -2277.26 0.00 0.00 0.00 Rexervoir
2 1016.90 19.43 8.42 0.00 Tank
3 916.96 18.95 8.21 0.00 Tank

Link Rexultx at 14:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2277.26 0.58 0.05 Open
31 1139.16 0.29 0.01 Open
32 1139.16 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
Page 22 Watar Reticulation Syxtem Zone 3
Link Rexultx at 14:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1138.10 0.00 -20.10 Open Pump
27 1139.16 0.00 -19.77 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 15:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.19 -0.08 0.00
5 0.00 -0.19 -0.08 0.00
6 0.00 -0.19 -0.08 0.00
7 24.24 19.65 8.52 0.00
8 24.24 19.64 8.51 0.00
9 24.24 19.95 8.65 0.00
10 24.24 19.64 8.51 0.00
11 24.24 19.64 8.51 0.00
12 24.24 19.64 8.51 0.00
13 24.24 19.65 8.52 0.00
14 24.24 20.00 8.67 0.00
15 24.24 20.00 8.67 0.00
16 24.24 19.97 8.65 0.00
17 24.24 19.96 8.65 0.00
18 24.24 19.95 8.65 0.00
19 24.24 19.96 8.65 0.00
20 24.24 19.97 8.65 0.00
21 24.24 19.96 8.65 0.00
22 24.24 19.96 8.65 0.00
23 24.24 19.97 8.65 0.00
1 -1138.92 0.00 0.00 0.00 Rexervoir
2 993.48 19.65 8.52 0.00 Tank
3 -266.64 20.00 8.67 0.00 Tank
Page 23 Watar Reticulation Syxtem Zone 3
Link Rexultx at 15:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 1138.92 0.29 0.01 Open
31 0.00 0.00 0.00 Open
32 0.00 0.00 0.00 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1138.92 0.00 -19.84 Open Pump
27 0.00 0.00 0.00 Cloxed Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 16:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.48 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.03 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.48 8.44 0.00
14 10.10 19.04 8.25 0.00
15 10.10 19.04 8.25 0.00
Page 24 Watar Reticulation Syxtem Zone 3
Node Rexultx at 16:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 10.10 19.03 8.25 0.00
17 10.10 19.03 8.25 0.00
18 10.10 19.03 8.24 0.00
19 10.10 19.03 8.25 0.00
20 10.10 19.03 8.25 0.00
21 10.10 19.03 8.25 0.00
22 10.10 19.03 8.25 0.00
23 10.10 19.03 8.25 0.00
1 -2276.85 0.00 0.00 0.00 Rexervoir
2 1077.35 19.48 8.44 0.00 Tank
3 1027.79 19.04 8.25 0.00 Tank

Link Rexultx at 16:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.85 0.58 0.05 Open
31 1138.89 0.29 0.01 Open
32 1138.89 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.95 0.00 -20.15 Open Pump
27 1138.89 0.00 -19.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 25 Watar Reticulation Syxtem Zone 3
Node Rexultx at 17:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 26.26 19.81 8.58 0.00
8 26.26 19.80 8.58 0.00
9 26.26 19.60 8.49 0.00
10 26.26 19.79 8.58 0.00
11 26.26 19.79 8.58 0.00
12 26.26 19.79 8.57 0.00
13 26.26 19.81 8.58 0.00
14 26.26 19.65 8.51 0.00
15 26.26 19.65 8.52 0.00
16 26.26 19.62 8.50 0.00
17 26.26 19.61 8.50 0.00
18 26.26 19.60 8.49 0.00
19 26.26 19.61 8.50 0.00
20 26.26 19.62 8.50 0.00
21 26.26 19.61 8.50 0.00
22 26.26 19.61 8.50 0.00
23 26.26 19.62 8.50 0.00
1 -2273.85 0.00 0.00 0.00 Rexervoir
2 979.34 19.81 8.58 0.00 Tank
3 848.09 19.65 8.52 0.00 Tank

Link Rexultx at 17:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.85 0.58 0.05 Open
31 1136.95 0.29 0.01 Open
32 1136.95 0.29 0.01 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Ope
Page 26 Watar Reticulation Syxtem Zone 3
Link Rexultx at 17:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1136.90 0.00 -20.48 Open Pump
27 1136.95 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 18:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 20.20 19.43 8.42 0.00
8 20.20 19.42 8.41 0.00
9 20.20 18.92 8.20 0.00
10 20.20 19.42 8.41 0.00
11 20.20 19.42 8.41 0.00
12 20.20 19.42 8.41 0.00
13 20.20 19.43 8.42 0.00
14 20.20 18.95 8.21 0.00
15 20.20 18.95 8.21 0.00
16 20.20 18.93 8.20 0.00
17 20.20 18.92 8.20 0.00
18 20.20 18.92 8.20 0.00
19 20.20 18.92 8.20 0.00
20 20.20 18.93 8.20 0.00
21 20.20 18.93 8.20 0.00
22 20.20 18.93 8.20 0.00
23 20.20 18.93 8.20 0.00
1 -2277.26 0.00 0.00 0.00 Rexervoir
2 1016.90 19.43 8.42 0.00 Tank
3 916.96 18.95 8.21 0.00 Tank
Page 27 Watar Reticulation Syxtem Zone 3
Link Rexultx at 18:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2277.26 0.58 0.05 Open
31 1139.16 0.29 0.01 Open
32 1139.16 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1138.10 0.00 -20.10 Open Pump
27 1139.16 0.00 -19.77 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 19:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.19 -0.08 0.00
5 0.00 -0.19 -0.08 0.00
6 0.00 -0.19 -0.08 0.00
7 24.24 19.65 8.52 0.00
8 24.24 19.64 8.51 0.00
9 24.24 19.95 8.65 0.00
10 24.24 19.64 8.51 0.00
11 24.24 19.64 8.51 0.00
12 24.24 19.64 8.51 0.00
13 24.24 19.65 8.52 0.00
14 24.24 20.00 8.67 0.00
15 24.24 20.00 8.67 0.00
Page 28 Watar Reticulation Syxtem Zone 3
Node Rexultx at 19:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 24.24 19.97 8.65 0.00
17 24.24 19.96 8.65 0.00
18 24.24 19.95 8.65 0.00
19 24.24 19.96 8.65 0.00
20 24.24 19.97 8.65 0.00
21 24.24 19.96 8.65 0.00
22 24.24 19.96 8.65 0.00
23 24.24 19.97 8.65 0.00
1 -1138.92 0.00 0.00 0.00 Rexervoir
2 993.48 19.65 8.52 0.00 Tank
3 -266.64 20.00 8.67 0.00 Tank

Link Rexultx at 19:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 1138.92 0.29 0.01 Open
31 0.00 0.00 0.00 Open
32 0.00 0.00 0.00 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1138.92 0.00 -19.84 Open Pump
27 0.00 0.00 0.00 Cloxed Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 29 Watar Reticulation Syxtem Zone 3
Node Rexultx at 20:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.48 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.03 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.48 8.44 0.00
14 10.10 19.04 8.25 0.00
15 10.10 19.04 8.25 0.00
16 10.10 19.03 8.25 0.00
17 10.10 19.03 8.25 0.00
18 10.10 19.03 8.24 0.00
19 10.10 19.03 8.25 0.00
20 10.10 19.03 8.25 0.00
21 10.10 19.03 8.25 0.00
22 10.10 19.03 8.25 0.00
23 10.10 19.03 8.25 0.00
1 -2276.85 0.00 0.00 0.00 Rexervoir
2 1077.35 19.48 8.44 0.00 Tank
3 1027.79 19.04 8.25 0.00 Tank

Link Rexultx at 20:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.85 0.58 0.05 Open
31 1138.89 0.29 0.01 Open
32 1138.89 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open

Page 30 Watar Reticulation Syxtem Zone 3

Link Rexultx at 20:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.95 0.00 -20.15 Open Pump
27 1138.89 0.00 -19.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 21:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 26.26 19.81 8.58 0.00
8 26.26 19.80 8.58 0.00
9 26.26 19.60 8.49 0.00
10 26.26 19.79 8.58 0.00
11 26.26 19.79 8.58 0.00
12 26.26 19.79 8.57 0.00
13 26.26 19.81 8.58 0.00
14 26.26 19.65 8.51 0.00
15 26.26 19.65 8.52 0.00
16 26.26 19.62 8.50 0.00
17 26.26 19.61 8.50 0.00
18 26.26 19.60 8.49 0.00
19 26.26 19.61 8.50 0.00
20 26.26 19.62 8.50 0.00
21 26.26 19.61 8.50 0.00
22 26.26 19.61 8.50 0.00
23 26.26 19.62 8.50 0.00
1 -2273.85 0.00 0.00 0.00 Rexervoir
2 979.34 19.81 8.58 0.00 Tank
3 848.09 19.65 8.52 0.00 Tank
Page 31 Watar Reticulation Syxtem Zone 3
Link Rexultx at 21:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2273.85 0.58 0.05 Open
31 1136.95 0.29 0.01 Open
32 1136.95 0.29 0.01 Open
33 164.89 0.07 0.00 Open
34 123.97 0.06 0.00 Open
35 47.68 0.14 0.01 Open
36 21.42 0.06 0.00 Open
37 -4.84 0.01 0.00 Open
38 -31.10 0.09 0.01 Open
39 -50.04 0.14 0.02 Open
40 -7.33 0.02 0.00 Open
41 -73.16 0.21 0.03 Open
42 65.47 0.19 0.03 Open
43 39.57 0.11 0.01 Open
44 -11.71 0.03 0.00 Open
45 27.49 0.08 0.01 Open
46 1.23 0.00 0.00 Open
47 -25.03 0.07 0.00 Open
48 -39.70 0.11 0.01 Open
49 65.96 0.03 0.00 Open
50 91.60 0.04 0.00 Open
51 29.75 0.08 0.01 Open
52 -13.44 0.04 0.00 Open
53 16.93 0.05 0.00 Open
54 -9.33 0.03 0.00 Open
55 -35.59 0.10 0.01 Open
2 1136.90 0.00 -20.48 Open Pump
27 1136.95 0.00 -20.46 Open Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 22:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 20.20 19.43 8.42 0.00
8 20.20 19.42 8.41 0.00
9 20.20 18.92 8.20 0.00
10 20.20 19.42 8.41 0.00
11 20.20 19.42 8.41 0.00
12 20.20 19.42 8.41 0.00
13 20.20 19.43 8.42 0.00
14 20.20 18.95 8.21 0.00
15 20.20 18.95 8.21 0.00
Page 32 Watar Reticulation Syxtem Zone 3
Node Rexultx at 22:00 Hrx: (continued)
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
16 20.20 18.93 8.20 0.00
17 20.20 18.92 8.20 0.00
18 20.20 18.92 8.20 0.00
19 20.20 18.92 8.20 0.00
20 20.20 18.93 8.20 0.00
21 20.20 18.93 8.20 0.00
22 20.20 18.93 8.20 0.00
23 20.20 18.93 8.20 0.00
1 -2277.26 0.00 0.00 0.00 Rexervoir
2 1016.90 19.43 8.42 0.00 Tank
3 916.96 18.95 8.21 0.00 Tank

Link Rexultx at 22:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2277.26 0.58 0.05 Open
31 1139.16 0.29 0.01 Open
32 1139.16 0.29 0.01 Open
33 126.84 0.06 0.00 Open
34 95.36 0.04 0.00 Open
35 36.67 0.10 0.01 Open
36 16.47 0.05 0.00 Open
37 -3.73 0.01 0.00 Open
38 -23.93 0.07 0.00 Open
39 -38.49 0.11 0.01 Open
40 -5.64 0.02 0.00 Open
41 -56.27 0.16 0.02 Open
42 50.36 0.14 0.02 Open
43 30.44 0.09 0.01 Open
44 -9.01 0.03 0.00 Open
45 21.15 0.06 0.00 Open
46 0.95 0.00 0.00 Open
47 -19.25 0.05 0.00 Open
48 -30.54 0.09 0.01 Open
49 50.74 0.02 0.00 Open
50 70.46 0.03 0.00 Open
51 22.89 0.06 0.00 Open
52 -10.34 0.03 0.00 Open
53 13.03 0.04 0.00 Open
54 -7.17 0.02 0.00 Open
55 -27.37 0.08 0.01 Open
2 1138.10 0.00 -20.10 Open Pump
27 1139.16 0.00 -19.77 Open Pump
13 0.00 0.00 0.00 Cloxed Valve
Page 33 Watar Reticulation Syxtem Zone 3
Node Rexultx at 23:00 Hrx:
----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.19 -0.08 0.00
5 0.00 -0.19 -0.08 0.00
6 0.00 -0.19 -0.08 0.00
7 24.24 19.65 8.52 0.00
8 24.24 19.64 8.51 0.00
9 24.24 19.95 8.65 0.00
10 24.24 19.64 8.51 0.00
11 24.24 19.64 8.51 0.00
12 24.24 19.64 8.51 0.00
13 24.24 19.65 8.52 0.00
14 24.24 20.00 8.67 0.00
15 24.24 20.00 8.67 0.00
16 24.24 19.97 8.65 0.00
17 24.24 19.96 8.65 0.00
18 24.24 19.95 8.65 0.00
19 24.24 19.96 8.65 0.00
20 24.24 19.97 8.65 0.00
21 24.24 19.96 8.65 0.00
22 24.24 19.96 8.65 0.00
23 24.24 19.97 8.65 0.00
1 -1138.92 0.00 0.00 0.00 Rexervoir
2 993.48 19.65 8.52 0.00 Tank
3 -266.64 20.00 8.67 0.00 Tank

Link Rexultx at 23:00 Hrx:

----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 1138.92 0.29 0.01 Open
31 0.00 0.00 0.00 Open
32 0.00 0.00 0.00 Open
33 152.20 0.07 0.00 Open
34 114.44 0.05 0.00 Open
35 44.01 0.12 0.01 Open
36 19.77 0.06 0.00 Open
37 -4.47 0.01 0.00 Open
38 -28.71 0.08 0.01 Open
39 -46.19 0.13 0.01 Open
40 -6.76 0.02 0.00 Open
41 -67.53 0.19 0.03 Open
42 60.43 0.17 0.02 Open
43 36.53 0.10 0.01 Open
44 -10.81 0.03 0.00 Open
45 25.38 0.07 0.00 Open
46 1.14 0.00 0.00 Open
47 -23.10 0.07 0.00 Open
Page 34 Watar Reticulation Syxtem Zone 3
Link Rexultx at 23:00 Hrx: (continued)
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
48 -36.64 0.10 0.01 Open
49 60.88 0.03 0.00 Open
50 84.56 0.04 0.00 Open
51 27.47 0.08 0.01 Open
52 -12.40 0.04 0.00 Open
53 15.63 0.04 0.00 Open
54 -8.61 0.02 0.00 Open
55 -32.85 0.09 0.01 Open
2 1138.92 0.00 -19.84 Open Pump
27 0.00 0.00 0.00 Cloxed Pump
13 0.00 0.00 0.00 Cloxed Valve

Node Rexultx at 24:00 Hrx:

----------------------------------------------------------------------
Node Demand Head Prexxure Quality
ID GPM ft pxi
----------------------------------------------------------------------
4 0.00 -0.67 -0.29 0.00
5 0.00 -0.73 -0.32 0.00
6 0.00 -0.81 -0.35 0.00
7 10.10 19.48 8.44 0.00
8 10.10 19.47 8.44 0.00
9 10.10 19.03 8.24 0.00
10 10.10 19.47 8.44 0.00
11 10.10 19.47 8.44 0.00
12 10.10 19.47 8.44 0.00
13 10.10 19.48 8.44 0.00
14 10.10 19.04 8.25 0.00
15 10.10 19.04 8.25 0.00
16 10.10 19.03 8.25 0.00
17 10.10 19.03 8.25 0.00
18 10.10 19.03 8.24 0.00
19 10.10 19.03 8.25 0.00
20 10.10 19.03 8.25 0.00
21 10.10 19.03 8.25 0.00
22 10.10 19.03 8.25 0.00
23 10.10 19.03 8.25 0.00
1 -2276.85 0.00 0.00 0.00 Rexervoir
2 1077.35 19.48 8.44 0.00 Tank
3 1027.79 19.04 8.25 0.00 Tank
Page 35 Watar Reticulation Syxtem Zone 3
Link Rexultx at 24:00 Hrx:
----------------------------------------------------------------------
Link Flow VelocityUnit Headloxx Statux
ID GPM fpx ft/Kft
----------------------------------------------------------------------
30 2276.85 0.58 0.05 Open
31 1138.89 0.29 0.01 Open
32 1138.89 0.29 0.01 Open
33 63.42 0.03 0.00 Open
34 47.68 0.02 0.00 Open
35 18.34 0.05 0.00 Open
36 8.24 0.02 0.00 Open
37 -1.86 0.01 0.00 Open
38 -11.96 0.03 0.00 Open
39 -19.25 0.05 0.00 Open
40 -2.82 0.01 0.00 Open
41 -28.14 0.08 0.01 Open
42 25.18 0.07 0.00 Open
43 15.22 0.04 0.00 Open
44 -4.51 0.01 0.00 Open
45 10.57 0.03 0.00 Open
46 0.47 0.00 0.00 Open
47 -9.63 0.03 0.00 Open
48 -15.27 0.04 0.00 Open
49 25.37 0.01 0.00 Open
50 35.23 0.02 0.00 Open
51 11.44 0.03 0.00 Open
52 -5.17 0.01 0.00 Open
53 6.51 0.02 0.00 Open
54 -3.59 0.01 0.00 Open
55 -13.69 0.04 0.00 Open
2 1137.95 0.00 -20.15 Open Pump
27 1138.89 0.00 -19.85 Open Pump
13 0.00 0.00 0.00 Cloxed Valve