Cold Store
Cold Store
Cold Store
1
1
2 -:Define
-: Volumetric loading rate .It represent the volume in m3 that will occupied
Area use factor :- it is the ratio
between the area occupied by the
product to the total area of the store
3 ? Discuss the method used to decrease both primary and operation cost
Primary cost :- since the building process represent 50 % of the primary
-:cost so we should decrease it is cost by
making all services builds and cold stores and freezing stores in are -1
.build instead of separated builds
.increase the area use factor -2
using of a prefabricated walls and isolating -3
.Panels for cooling stores and an ordinary building for services zones
Sheet 2
o
Given :
Note : Always
TR = Tin = 2 C
L>W>H
So L = 8 m
W=4 m
H=3 m
, (R.H)R = 0.9
, T P i= 38 C , T Po = 7 C
.
m = 5 ton / 24 hour = (5*1000)/(24*3600) = 0.058 kg/s
No. of person = 2
Q inf
Solution :
Transmission heat gain
Q
Q
Q
Q
Tr
=UA T=Q
wall
roof
ceiling
wall
+Q
roof
=U
Watt
=U
Watt
=U
W
R
A T
C
= 0.58[(8*4)] (42-2)
= 0.58(8*4) (18-2)
= 742.4
= 296.96 Watt
Wall
(L+W) * 2 * H
Roof
(L * W) = Ceiling ,
T 0 = 18 ( constant) For Beef
QTr=1252.8+742.4+296.96 = 2292.16 watt
kw 2.29=
-:Product load
Where the product "beef" is cool from 38 to7C so the load is
Above freezing
Q prod = mcpat where
Cpa = above freezing specific heat
to 3.4 = 3.14kj/kg.k (from table) 2.9 =
Qprod= (5*1000/24*3600)* 3.14 * (38-7)
Kg/s
k
*kj/kg.k*
kj/S-----=5.646 kw 5.646=
-:people load
from table. Q people=250 w
Assume No of working hours = 4
People = No of person* Q/per * (working hour/24)
(4/24) * 250 * 2=
watt 83.33 =
:Light load
Qlight= w/m2 * A * (working hour/24)
watt 53.33 = 4/24 * (4*8) * 10 =
where : 10 w / m2
Light intensity
Const.
.
m = (2*0.1*1000)/(3600*24) = 0.0023 kg/s
o
h In = 6 W/m
C , h Out = 30 W/m
2o
, To = 27 C
Solution
1
U =
1
1/6 + 0.15/0.047 + 1/30
2o
U = 0.295 W/m C
Transmission heat gain = Q
+Q
+Q
Wall
Roof
Floor
= U A
= U A
T = 0.295(2.5*2.5)(27-(-18))
= 83
= U A
T = 0.295(2.5*2.5)(10-(-18))
= 51.6 Watt
Where TFloor
Wall
Roof
Floor
W
R
F
W
R
Watt
Product Load :
Where the product cooled from 5 to -12 C
5
Sensible
Tf
Tf
Latent
Sensible
-12
Ice
Water
Light Load :
Q L = 10 ( 2.5 * 2.5 ) * 4/24 = 10.42 Watt
Air changing Load :
QAch = N * V * a * Cp a *T
= 20/(24*3600) * (2.5*2.5*1.75) * 1.16 * 1.005 * (27-(18))
QAch = 0.1328 KW
TRo = 40 C
Tfloor = 20 C
M = 3000 * 103 kg
Kins = 0.02 w/m .k
,
Sins)floor = 0.06 m
Sins)ceil,wall 0.18 m
Tceiling = 10 C , Tw = 5 C)
m = 0.1M
Tprod )inlet = - 10 C
12 hr
, Tprod )out = - 15 C
Cp = 1.67 kj/kg.k
Solution
1- Transmission heat gain
QTr = U A T
Where:
Uw= Uceiling = (kw/ w) = (0.02 / 0.06) = 0.111 w / m2 .k
Ufloor = (kf / f) = (0.02 /0.06) = 0.333 w / m2 .k
Product Load :
Q
= m Cp T
Pro
= (3000 *10 )/(12
3 * 3600) * 1.67 (-10-(-15))
= 57.99 Kw
timum
ad:-PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP
2- closed platform
Type of Elevators :
1- outside elevator
2- inside elevator
m
CA
= 50 * 10 /250 = 200.000 m 2
AP
AB = 200.000/0.82 = 243903 m
AB
Store
3:1
A * W * L = W * 3W = 3W
W=
12195.2
W = 64 m
L=3*W
L = 3 * 64 = 192 m
= 0.333 w / m2 .k .k
, Cp = 1.67
kj/kg.k
PPPPPPPPPPPPPP
PPPPPPPPPPPPPP
PPPPPPPPPPPPPP
PPPPPPPPPPP
((Solution
No of ballets in vertical direction = H/Hdirection = 8/1.7 = 4 ballets
Given :
M = 3000 Ton , No. of Rooms = 6 ( Identical)
C = 2 ton / m2 ( Floor)
Machine room
12 m 6 m 12 m
C = 1/3 ton / m3
V
Req. :
N
The Main Dim. Of the cold Store
Platform
Solution
M = CA * AP
AP = M / CA
AP = 3000/2 = 1500 m 2
From table
For Medium Store :
a = 0.75 : 0.8 = 0.75
AP
A = 1500/0.75 = 2000 m 2
B
AB
W = 11 m , L = 33 m
H P = CA / C V
Where :
Hp : Product height = 2/(1/3) = 6 m
HB
HB = 6 + 0.5 = 6.5 m
CV = cold store volume or volumetric loading
Area use factor = a = area product / Area Building = AP/AB
Building hight HB = product height + 0.5
Capacity
m = CA*AP
AB = LB * WB
where
LB : WB = (1 : 1 , 3 : 1 , 9 : 1)
HP = CA/Cv = loading rate for floor area / loading rate for volume of
rate = (ton/m2) * (m3/ton) = m
Ap = Vp / Hp
Cold Stores :
1 Corck
2- Expanded Polystercne
3- Polyare thane
20
30
40
70
3
Kg/m
Where :
Atot : The Summation of all surface area
al :
Insulation thickness
Pm
:
Price of Insulation material per LE / m
Fm
:
Maintenance Factor [ 1.5 - 2 ]
Z
:
No. Of Years
Cm
Q Tr. = U
C = W * H * PE * FE
Where :
H
No . Of hours in years
PE
Price of power
( L.E / Kw.h)
FE
Factor
( 1.5 - 2 )
C total = C E + C m
Optimum
Where :
do = di + 2
T ,h
Ts
Ts - T_
1
Ln ( do / d i )
+
h
2R in L
, Ao= d o L
Q
B
A
C
Insulation
Zone
di
do
[ bitumen + sand ]
1 : 5 mm Thickness
2- Bitumen rolls
[ Sack or Aluminum ]
1 : 5 mm Thickness
Bitumen resin :
[ Bitumen
+ Asphalt +
40 - 50%
55 - 60%
Sand
Asphalt
: Bitumen + Sand
Bitumen amulise
: Asphalt + water
Bitumen rolist
: Sack + Aluminum
Bitumen resin
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP
1- Prefabricated
Thermal
Insulation
2- Ceiling :
R.C
V.B
Thermal
Insulation
R .C
Finishing
V.B
:Common Building- 3
Finishing
Finishing
Single Wall
Double Wall
:Roof- 4
Sand
Thermal
Insulation
V.B
R .C
Finishing
Operation Cost:
1-40 mm Asphalt
2-120 mm Plan
Concrete
3-Vapor Insulation
4-400 mm thermal
Insulation
5-30 mm Sand
6-Vapor Insulation
7-300 mm Concrete
Layer
8-Bvc types
(d=(100:250)mm)
High = Cost
6
d
7
8
(1)
1
2
3
4
5
1
1- 40 mm asphalt
2- 120 mm concrete
3- 600 mm gravel
4- 50 mm concrete
5- 50 mm reinforced
concrete
6- steel tube
1
2
3
4
5
highet
H
(
H
4
1
2
1
3
1
wideh
eight=(F.L.R)/
V.L.R)=(2Ton/m2)/(0.5Ton/m2)
eight=4m
APR/AR=
=APR (area of room
product)
AR (area room) /
APR/AR=.8
4
1
0
lon
g
*
2
* 125 m
=L W
When W = 10 m
L = 12.5 m . And H = 4 m
When W = 8m
L = 15.6 m .. And H = 4 m
When W = 9 m
L = 13.8 m .. And H = 4 m
When W = 7 m
L = 17.8 m .. And H = 4 m
U = Uc = U = 0.3W/m 2. k
f
w
o
= 40 C
o
o
W.b.T o = 31 C
D.b.T
o
T = 12 C
a
o
T =0 C
1
total
People
We Can Solving By Assuming that The Rooms (1) , (4) And the
rooms (2) , (3) Are Identical
how to Get Transmission hear Gain Load For Room (1) ,(4) :
celling
1
ROOM
1 OR 4
w=10m
2
1
H=4 m
W=40m
L=1.25
m
3
1
4
1
Tanti=10C
=Q +Q +Q
1,4
Where :
Q
Q
= U * A W* T W
= U * A C* T C
Q F = U * A F* T
Qw = u * Aw * Tw
Qw = 0.3 * [ (12.5 * 4) * (40 0) + (10 * 4) *(40 0) + (12.5 * 4) (0 -0)
+ (10 *4) * (12 -0) ] = 1224 w
Qc = u * Ac * Tc
Qc = 0.3 *(12.5 * 10) (40 0) = 25.5 w
Qf = 0.3 * (12.5 *10) (18 0) = 32.1 w
Q W= 0.3((12.5*4)(0-0)(12.5*4)(0-0)(10*4)(400)(10*4)(12-0))
m4
Q = 624 W
W
Q
Q
Q
= 0.3(12.5*10)(40-0)
= 1500 W
= 0.3(12.5*10)(18-0)
= 675 W
C
F
r2
=Q
r3
10 m
12.5 m
Tse Tss
5
Flat roof
Tsw
5
Tsc
11
Q = U * AC * Tsc
sc
Q = 0.3(10*12.5)(11) = 412.5 W
sc
Q = U * AS * Tss
ss
Q = 0.3(10*4)(3)
sc
Q = U * AE * Tse
se
Q = 0.3(12.5*4)(5)
sc
= 36 W
= 75 W
Q = U * AW * Tsw
sw
Q = 0.3(12.5*4)(5)
sc
75 W