(Cold Store)
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Transcript of (Cold Store)
Sheet (1)
Discuss the main type of cold stores?1 -Seasonal cold store.
2 -Distribution cold store.3 -Parts cold store.
4 -Transport cold store.5 -Commercial cold store.
6 -House hold cold store.
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
-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-:
1 -making all services builds and cold stores and freezing stores in are build instead of separated builds.
2 -increase the area use factor.3 -using of a prefabricated walls and isolating
Panels for cooling stores and an ordinary building for services zones.
3
11
2
Sheet “ 2 ”
1) Calculate the Cooling load for a chilling room (4*8*3) m maintained at 2 C and 90 % R.H and designed to chill 5 ton of beef from 38 C to 7 C in 24 hours, There are 2 occupants in the room . If the temperature (Enclose to Solar connection ) opposite the Walls is 32 and above the roof is 42 C. Overall heat transfer coefficient through the room is 0.58 W/m C . Assume the inside temperature is 2 C and infiltration load is 10 % of the total load ??
o
2 o
oo
oo
Note : Always L > W > H So L = 8 m W = 4 m H = 3 m
Given :
inRo
R
o oP Pi o
.
ooroof
2wall
inf
T = T = 2 C , (R.H) = 0.9 , T = 38 C , T = 7 C
m = 5 ton / 24 hour = (5*1000)/(24*3600) = 0.058 kg/s
No. of person = 2 , T = 31 C , T = 42 C , h = 0.58 W/m .C
Q = 10 % of the total load , Req. : Calculate The Cooling Load ??
QTr=1252.8+742.4+296.96 = 2292.16 watt=2.29 kw
Product load -:
Where the product "beef" is cool from 38 to7ºC so the load isAbove freezingQ prod = mcpaΔt whereCpa = above freezing specific heat
=2.9 to 3.4 = 3.14kj/kg.k (from table)Qprod= (5*1000/24*3600)* 3.14 * (38-7)
Kg/s *kj/kg.k* k=5.646 kj/S-----=5.646 kw
people load -: from table. Q people=250 wAssume No of working hours = 4People = No of person* Q/per * (working hour/24)
=2 * 250* ) 4/24( =83.33 watt
Solution :
Transmission heat gain
Q = U A Δ T = Q + Q + Q = Transmission load = Q
Q = U A Δ T = 0.58 [(4+8) *2*3] (32-2) = 1252.8 Watt
Q = U A Δ T = 0.58[(8*4)] (42-2) = 742.4 Watt
Q = U A Δ T = 0.58(8*4) (18-2) = 296.96 Watt Wall (L+W) * 2 * H Roof (L * W) = Ceiling , T = 18 ( constant) For Beef
TroofwallTr
wall WWW
RRRroof
ceiling
CCceiling C
0
Light load : Qlight= w/m2
* A * (working hour/24) =10* ) 8*4( * 4/24 = 53.33 watt
Const.where : 10 w / m2 Light intensity
Air changing load-: QAC = N V ρa CPa ΔT
Where-:N: No of air change = 8Cp = 1.005 Kj /kg.k ρ = 1.19 kg/m3
QACH = (8/(24*3600))(4*8*3)*1.19*1.005(32-2) =318.9 watt
Qtotal = Qtr + Qpeople + Qlight + QA.ch
=2292 + 5646 + 83 + 53 + 318 =83.92 watt = 8.392 kw
Qinf = 0.1 Qtotal
=0.1 * 8.392 = 0.839 kw
Cooling Load = (Qtotal + Qinf)* 1.1*(24/16)Where-:
0.1 = safty factor16 = working hours of unit
Cooling load = (8.392 + 0.8392)*1.1*(24/16) =15.23 kw
C.L = (15.23/3.517) = 4.33 TR OR
Qrunning = Qtotal * (24/16) =12.588 kwC.L = Qrunning + Qf = 1.12 Qrunning
Qrunning = 14 kw
2- Calculate the Evaporator capacity for a Freezing room 1.75 * 2.5 * 2.5 m maintained at -18 C and 85 % RH . The room capacity is 2 ton meat where its temperature is cooled from 5 to -12 C (take the daily loading rate 10 % of the room capacity) Insulation Thickness 15 cm with thermal conductivity 0.047 W/m C . Air film coefficients for inside walls is 6 and for outside surface 30 W/m C .Assume the outside temperature is 27 CGiven :
V = (1.75 * 2.5 * 2.5) m , T = -18 C , (RH) = 0.85
m = 2 ton daily loading rate = 0.1
m = (2*0.1*1000)/(3600*24) = 0.0023 kg/s
T = 5 C , T = -12 C , δ = 0.15 m , K = 0.047 W/m .C
h = 6 W/m C , h = 30 W/m C , T = 27 C
Req : Evaporator Capacity ???
o
o
o
o
o
o
oo o
ooo2 2In Out o
RR m
.
.
ins insProd)in Prod)out
Solution
U = 1
1/h + δ / K + 1/hinsinsin o
=1
1/6 + 0.15/0.047 + 1/30
U = 0.295 W/m C2 o
Wall Roof Floor
Wall
Roof
Floor
W W W
RR R
FFF
Product Load : Where the product cooled from 5 to -12 C
5 T T -12ffSensible SensibleLatent
Q = Q + Q + Q = m Cp ( 5 - T ) + m L.H + m Cp (T -(-12))
From table “ meat ” :Cp = 3.14 kj/kg.k , Cp = 1.7 kj/kg.k , L.H = 231.5 kj/kg
T : Freezing temp. = -2.2 C ( From Table )
Q = 0.0023(5-(-2.2) * 3.14 + 0.0023*1.7 (-2.2+12) + (0.0023 * 231.5)
ab FrePr Fre below Fre
a f fb
Q = 0.623 Kwprod
prod
f
O
O
a b
Water Ice
Transmission heat gain = Q + Q + Q
Q = U A ΔT = 0.295 (2.5*1.75*4)(27-(-18)) = 232.2 Watt
Q = U A ΔT = 0.295(2.5*2.5)(27-(-18)) = 83 Watt
Q = U A ΔT = 0.295(2.5*2.5)(10-(-18)) = 51.6 Watt
Where TFloor = 10 C ( Assume For Freezing Room)
Q = 232.2 + 83 + 51.6 = 366.8 Watt
3-A cold plant consists of four rooms maintained at-30 °Cand four rooms maintained at -5 °C. Frozen products at -10 °C are cooled to -25 °C in 18 hours at the rate of 50 tons for each room. Fresh products are cooled from 25 °C to 0 °C in 18 hours at the rate of 50 tons for each room. The specific heats of frozen and fresh products are 2 and 3.35 kJ/kg respectively. The other loads estimated for each room at -30 °C are 6 T.R and 6.5 T.R for each room at -5 °C. Estimate the cooling load for the plant.
Given-:
Room at (-30 °C) No =4 other load=6 T.RRoom at (-5 °C) No =4 other load=6.5 T.R
frozen product Tin = -10 °C ,Tо= -25 °C ,18 hr m˙= (50*103)/(18*3600) kg/s ,cp=2
fresh product Tin=25 °C ,Tо=0 °C ,cp=3.35 m˙=(50*103)/(18*3600)
Req cooling load for the plant
Light Load :Q = 10 ( 2.5 * 2.5 ) * 4/24 = 10.42 Watt
Air changing Load :Q = N * V * ρ * Cp *ΔT
= 20/(24*3600) * (2.5*2.5*1.75) * 1.16 * 1.005 * (27-(-18))
Q = 0.1328 KW
a aAch
Ach
Q = Q = 0.336 + 0.623 + 0.132 + 0.10 = 1.133 Kw = 0.333 w / m2 .k .k , Cp = 1.67 kj/kg.k
total Ev.
L
Solution
Qfrozen product = m cp ∆T =4)]*50*103)/(18*3600*[(2-)*10-)-25((
= 92.59 Kw
Qfresh prod =4*[(50*103)/(18*3600)]*3.35 (25-0) =258.49 Kw
Total load for rooms at -30 °C )=92.59/3.517) + (6*4 = (50.33 T.R
Total load for rooms at -5 °C )=258.49/3.517) + (6.5*4 = (99.5 T.R
Total capacity load = 50.33 + 90.5 =149.83 T.R
4 -Acold store 40 x 50 x 8 m with inside air temperature -20 ºC, outside temperature 40 ºC and below floor temperature 20 °C is used to store 3000 tons capacity. The insulation thickness (k = 0.02 w/m.k) for ceiling and wall is 18 cm and for floor is 6 cm . The temperature solar correction is 10 °C for the ceiling and 5 °C for the walls. If the daily loading rate is 10 % of the store capacity and introduced to the store at -10 °C to be freezed to -15 °C in 12 hours. Product specific heat 1.67 kJ/kg.k .If the service load and air change load amount to 20 % of the sun , transmission and products load . Machine working hours 20 per day and the cold store is epuipped with 8 indentical evaporatos. Find the
evaporator capacity in kw .
GIVEN-:V = (W*L*H) =(40*50*8)TRI = -20 °C , TRo = 40 °C
Tfloor = 20 ºC M = 3000 * 103 kgKins = 0.02 w/m .k , Sins)floor = 0.06 m
Sins)ceil,wall 0.18 m) ΔTceiling = 10 °C , ΔTw = 5 ºC
m = 0.1M
Tprod )inlet = - 10 C , Tprod )out = - 15 C 12 hr , Cp = 1.67 kj/kg.k
Air change = 0.2 ( QTran + Qpr )Machine working time = 20 hr / dayNo of evaporator (coil) = 8Req : Evaporator Capacity
Solution
1- Transmission heat gain QTr = U A ΔT
Where:Uw= Uceiling = (kw/ δw) = (0.02 / 0.06) = 0.111 w / m2 .kUfloor = (kf / δf) = (0.02 /0.06) = 0.333 w / m2 .k
Q = U A ((T + Δ T ) – T )Q = 0.111 * [(40+50) * 2 * 8] [(40+5)-(-20)]Q = 10389.6 Watt
Q = U A ((T + Δ T ) – T )Q = 0.111 * (40*50) * [(40+10)-(-20)]Q = 15540 Watt
Q = U A Δ TQ = 0.333 ( 40 * 50 ) ( 20-(-20)) Q = 26640 Watt
Q = 10389.6 + 15540 + 26640 = 52570 Watt = 52.57 Kw
S
S
R R
RRo
o i
i
Wall Wall Wall
Wall
Wall
ceiling
ceiling
ceiling
floor
floor
floor
floor floor
ceiling ceiling
Tr
floor
5- Discuss the common type of plate forms and elevators ?
type of plate forms :
1- open platform 2- closed platform
Type of Elevators :
1- outside elevator 2- inside elevator
Product Load : Q = m Cp ∆T = (3000 *10 )/(12 * 3600) * 1.67 (-10-(-15)) = 57.99 Kw
timum ad:-
.Pro
3
Q = 0.2 ( Q + Q ) = 0.2 ( 52.57 + 57.99 ) = 22.1 Kw
Q = Q + Q + Q
Q = 52.57 + 57.99 + 22.1 = 132.67 Kw
.ProServ Tr
Tr Pro Servtotal
total
6) It is Required to construct a prefabricated Cold Store Of 50,000 Ton capacity and 6.5 height For preservation of the Products at a Port at -20/4 C. Draw The layout of cold store showing the Location of Platforms , Machine Rooms, Offices, Store in the Layout ??Note…… 1 Ton = 1000 Kg
Given :M=50.000 Ton = 50*10 Kg , H = 6.5 C6
B A
m = C * AA P , Let C = 250 Kg/mA2
A = = 50 * 10 /250 = 200.000 mm
CAP
26
From The table For Large Store :
7 (A cold store of 800 tons capacity and 8 m height food products in ballets of dimensions (L x W x H) 1.2 x 1 x 1.7 m and 0.75 ton Capacity . Determine the floor load ( ton / m2 ) and the required area of cold store if the area use factor is 0.75.
Given:
M = 800 ton H = 8mBallets dimensions ( L x W x H ) = 1.2 x 1 x 1.7 mmbell = 0.75 ton area use factor τa = 0.75
Solution) )
No of ballets in vertical direction = H/Hdirection = 8/1.7 = 4 balletsFloor load CA = m/Ap =( 4 * 0.75)/(1.2 * 1) = 2.5 ton/m2
M = CA * Ap Where :
ƞ = 0.8 : 0.85 = 0.82a
ƞ =a
A
AP
B
A = 200.000/0.82 = 243903 mB2
As a Long Area We can divide The Store to 20 Identical Store
A ) = 243903/20 = 12195.2 m 2
B Room Store
So Each Store has Area = 12195 m 2
Using Aspect Ratio 3 : 1
A * W * L = W * 3W = 3W 2
W = 12195.2
3W = 64 m
L = 3 * W L = 3 * 64 = 192 m = 0.333 w / m2 .k .k , Cp = 1.67 kj/kg.k
Ap = M/CA = 800/2.5 = 320 m2 τa Ap/ABAB = Ap/τa = 320/0.75 = 427 m2 Required area for cold sore = 427 m2
Assume L : W = 3 : 1 A = W * L = W * 3W
427 = 3 W2
W = 12 m L = 36 m
8) A Cold Store of 3000 Ton Storage Capacity consists of 6 Identical rooms. If the Loading rate is 2 ton / m For the Floor Area and 1/3 ton/m for the cold store Volume. Determine The main dimensions of the cold store??If the Central distance Between Columns is a multiple of 6 m. Find the Length and Width of each room and the Floor use Factor. Assuming the corridor width 6 m. Sketch Plan & Side view of the cold store to Protect the cold store of the Sun and to show the rooms, corridor, Platforms and service area
HB store building height
HB = HP + 0.5
HB = 6 + 0.5 = 6.5 mCV = cold store volume or volumetric loading Area use factor = ηa = area product / Area Building = AP/ABBuilding hight HB = product height + 0.5Capacity m = CA*AP
Machine room
Platform
12 m 12 m6 m
Given :M = 3000 Ton , No. of Rooms = 6 ( Identical)C = 2 ton / m ( Floor)
C = 1/3 ton / m
A
V
2
3
Req. : The Main Dim. Of the cold Store
N
SolutionM = C * AA P A = M / CAP
A = 3000/2 = 1500 m 2P
From table For Medium Store :ƞ = 0.75 : 0.8 = 0.75
a
a APA B
B
ƞ = A = 1500/0.75 = 2000 m
Area For Each Room = 2000/6 = 334 m2
A = 3W
2
2 W = 11 m , L = 33 m
H = C / C
Where : Hp : Product height = 2/(1/3) = 6 m
P VA
AB = LB * WBwhere 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) = mAp = Vp / Hp
Cold Stores : 1 – Corck2- Expanded Polystercne3- Polyare thane
20 30 40 70
K
ρ
Kg/m3
Discuss The Method used to calculate the optimum thickness of the thermal insulation based on the capital and operation cost ??
First calculate (Cm) the total cost of Insulation
C = [∑ A * δ * P / Z ] * Fmm s total
Where : ∑ A : The Summation of all surface area δ : Insulation thicknessP : Price of Insulation material per LE / m F : Maintenance Factor [ 1.5 - 2 ]Z : No. Of Years
δ
Cm
mm
total
Q = U A ∆T
= ( A * ∆T ) / [ ( 1/h ) + ( 1/h ) + ( ∑ L/k ) + ( δ / k ) ]
C.O.P = F * [T / ( T - T ) ]
W = Q / C.O.P
EvEv Cond
Tr.
Tr.
i o ins
C = W * H * P * FEE
Where :
H : No . Of hours in years
P : Price of power ( L.E / Kw.h)
F : Factor ( 1.5 - 2 )
E
E
C = C + CE mtotal
δ Optimum
T , h∞
d
Ts
δ
Discuss the heat transfer rate to Insulate the pipes And Tubes ??
Q = T - Ts ∞_
+1h
Ln ( d / d )
2пR Lin
o i
Where :d = d + 2 δ , A = п d Lo i oo
A
B
C
Q
d d oi
Insulation Zone
From the Graph it Noted that : When d Increase
But ( Q ) it also increased due to the increase in surface area untill reach the point ( B ) then as ( δ ) increase the heat rate ( Q ) decrease
δ : For insulation of tanks and pipes we use thickness for the zone between ( B ) And ( C )
o
o
Discuss the common types of vapor bntillers used in cold stores ??
1- Asphalt [ bitumen + sand ] 1 : 5 mm Thickness
2- Bitumen rolls [ Sack or Aluminum ] 1 : 5 mm Thickness
Bitumen resin : [ Bitumen + Asphalt + Sand ] 40 - 50% 55 - 60%
Asphalt : Bitumen + Sand
Bitumen amulise : Asphalt + water
Bitumen rolist : Sack + Aluminum
Bitumen resin : bitumen + aspestos + sand
Discuss the common methods used to construct the wall ceiling and roof of the used in cold stores wall ??
1- Prefabricated Jalvaried Aluminum Wood Fiber glass Stainless Steel Thermal
Insulation
2- Ceiling :R.C
Thermal Insulation
Finishing
R .C
V.B
V.B
3 -Common Building:
Double Wall Single Wall
4 -Roof:
Sand
Thermal Insulation
Finishing
R .C
FinishingFinishing
V.B
Operation Cost:
We can decrease Operation Cost by :1-Decrease The heat gain by Transmission through Walls and coiling by use of gamelans and additional aluminum walls
2 -Using Air curtains on doors to reduce the amount of incoming air 3- Use a Closed type Plat forms and simplification of Pipe work
4) Draw The Common type of Cold Store Floor:
1
d
2
3
4
5
6
7
8
(1)
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
1
5
4
3
2
1
5
4
3
2
11- 40 mm asphalt2- 120 mm concrete3- 600 mm gravel4- 50 mm concrete5- 50 mm reinforced concrete6- steel tube
6
(1) 120 mm Plan Concrete
(2) Sand
(3) Solid Filling
(4) 100 mm Rein Forced Concrete Layer With embedded tubes
Note : This Type Is Cheap And Wide use
NO(3)in sheet (2)Given—part (1)mp=800ton—capacity
4 identical rooms4 anti rooms
wa=2m-----width of anti roomFloor-loading rate=F.L.R=2ton/m2
Volume-loading-rate=V.L.R=0.5 ton/m2
ηu= 0.8 floor use factor
Determine the main dimension of cold store?? =
Solutions
Height=(F.L.R)/(V.L.R)=(2Ton/m2)/(0.5Ton/m2)Height=4m4=APR/AR
η =APR (area of room product)
1
21 3
1 41wideh lon
g
highet
/AR (area room)0.8=APR/AR
F.L.R=total capacity (mp)/area store product (Ap)= Room capacity (mpr)/ area of room product (APR)F.L.R=(mPR)/(APR)
2=200/AprApr=200/2=100m2
Ar =Apr/4=100/980=125m2
AR = L W
125 m = L W So We Will To Assume many Value Of W And
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
……… Take Any dimension For The Room Say (12.5*10*4) = (L*W*H) So The dimension Of Cold Storage = (12.5*10*4)
Dimension Of Cold Storage
H = HR + H anti R
L= LR = 4 Room
W = WR
2 *
*
When W = 7 m L = 17.8 m …….. And H = 4 mth
gieh
1
2
34
We can Note that cold Store has 3 dimension (H * W * L) So when we Find H There Isn't Any problem and also W Because the height Equal to The height Of Room plus the height of antiroom , to Find the length we get it and multiple by 4 ( no of rooms )
U = U = U = 0.3W/m . kw c f
2
D.b.T = 40 Co
oW.b.T = 31 C
oo
T = 12 Co
a
T = 0 Co
1
Orange Storage Type :
Q = 500 W \ room Floor AreaE
LQ = 10 W \ room Floor Area
N = 2 Person / Storage Roomtotal
Q = 275W/ Person , 4 Hr/ dayPeople
Operating Time = 16 Hr/ day
5 Evaporator
Required Evaporator Cooling Capacities = ??
Solution
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) :
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 wQc = u * Ac * ∆Tc Qc = 0.3 *(12.5 * 10) – (40 – 0) = 25.5 wQf = 0.3 * (12.5 *10) – (18 – 0) = 32.1 w
Q = Ʃ Q + Q + Q W C FП 1,4
Where :
WQ = U * A * ∆T
W W
C CC
FFF
Q = U * A * ∆T
Q = U * A * ∆T
121 3
141
W=40m
H=4 mROOM1 OR 4
L=1.25m
w=10m
Tanti=10°C
celling
QTr1 = QTr4 = Qw + Qc +Qf =1224 + 25.5 + 32.1=1281.6w
How To Get Transimssion heat Ggin Load for room 2 ,3
QTr 2,3 = ∑ Qw + Qc + QfQw = u + Aw + ∆TwQc = u + Ac + ∆TcQf = u +Af + ∆Tf
Insulated Side
12.5 m
10 m
4 m
Q = 0.3((12.5*4)(0-0)(12.5*4)(0-0)(10*4)(40-0)(10*4)(12-0))
W
WQ = 624 W
Q = 0.3(12.5*10)(40-0) = 1500 WC
FQ = 0.3(12.5*10)(18-0) = 675 W
Q = Q = 624+1500+675 = 2799 WП r2 П r3
How to Get Solar heat Gain Load:
From table 4 At dark Cooled E S W Flat roof
∆Tse ∆Tss ∆Tsw ∆Tsc 5 3 5 11
Insulated Side
Q = U * AC * ∆Tscsc
Q = 0.3(10*12.5)(11) = 412.5 Wsc
Q = U * AS * ∆Tssss
Q = 0.3(10*4)(3) = 36 Wsc
Q = U * AE * ∆Tsese
Q = 0.3(12.5*4)(5) = 75 Wsc
Q = U * AW * ∆Tswsw
Q = 0.3(12.5*4)(5) = 75 Wsc