Air Conditioning
Air Conditioning
Barosa, Romart B.
BSME – V
Mechanical Engineering |
INTRODUCTION:
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humidification equipment allowed year-round comfort to be more attainable in all
climates. By dividing the condition spaces into zones with individual thermostat
controls, better comfort was possible, even where heating and cooling
requirements were not uniform from one part of a building to another. This led to
the need for more sophisticated equipment and controls. Building owners and
occupants have also become more sophisticated and more demanding of the
HVAC systems. In recent years design has been strongly influenced by
increasing emphasis on Indoor Air Quality (IAQ), Energy Conversion,
Environmental Effects, Safety, and Economics.
The use of digital computers has facilitated many of the advances made in
the HVAC industry. Computers have allowed the design of more complex and
intricate but more reliable components; programs have reduced the time required
for determining building requirements and have permitted better and faster
design of duct and piping systems. Complex HVAC systems can be controlled
using Direct Digital Control (DDC) systems which can be integrated into building
management system to provide monitoring and almost any control sequence by
the owners.
Cooling Load Calculation:
Cooling load calculation for air conditioning system design are mainly used to
determine the volume flow rate of the air system as well as the coil and
refrigeration load of the equipment to size the HVAC & R equipment and to
provide the inputs to the system for the energy use calculations in order to select
optimal design alternatives. Cooling load usually can be classified into two
categories; external and internal.
External Cooling Load – The loads are formed because of heat gain in the
conditioned space from external sources through the building envelope or
building shell and the partition walls. Sources of external loads include the
following cooling loads;
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1. Heat gain entering from the exterior walls and roofs.
2. Solar heat gain transmitted through the fenestrations.
3. Conductive heat gain coming through the fenestrations.
4. Heat gain entering from the partition walls and interior doors.
5. Infiltration of outdoor air into the conditioned space.
Internal Cooling Loads – These loads are formed by the release of sensible and
latent heat sources inside the conditioned space. These sources contribute
internal cooling loads;
1. People
2. Electric lights
3. Equipment and appliances
If moisture transfers from the building structures and the finishing are excluded,
only infiltrated air, occupants, equipment, and appliances have both sensible and
latent cooling loads. The remaining components have only sensible cooling
loads.
The wall gain load, sometimes called the wall leakage load, is a measure of
the heat flow rate by conduction through the walls of the refrigerated space from
outside to inside. The wall gain load is a measure of the heat flow rate by the
conduction through the walls of the refrigerated space from the outside to the
inside. Since there is no perfect insulation, there is always a certain amount of
heat passing from the outside to the inside whenever the inside temperature is
below that of the outside. The wall gain load is common to all refrigeration
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application and is ordinarily a considerable part of total cooling load. Also include
the flooring, roofing and doors.
DESIGN CONDITIONS:
FORMULA:
Heat transfer throughout the design building using formula:
Q = UATD
Where:
Q = heat transferred / connected across a surface through a wall
thickness.
A = area which heat flows.
TD = temperature difference passing through the wall.
U = overall heat transfer coefficient.
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1
U=
R
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Chapter 1
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Ti =21° =294k
RH= 53%
Ho=22.6979
H1=9.3629
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Chapter 2
II. Structural Cooling Load
Wall
Materials K(thermal Conductivity) T(Thickness)
Cement Portland 0.29 0.127
Hollow Block 0.463 0.2
Steel 45 0.015
Cement Portland 0.29 0.127
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
1 .127 0.2 0.015 0.127 6.35 x 10−6 1
22.6979
+ (
+
.29 0.463
+
45
+)(
0.29
+ )(
1.38
+ )
9.3629
1
¿
0.0440569391+ ( 0.437931035+ 0.4319654428 )+ ( 3.33 x 10− 4+ 0.4379310345 ) +4.601449275 x 10−6 +0.10
¿
1
¿
0.0440569391+ 0.8698964778+ 0.4382640345+ 0.1068091171
w
U =0.5389269582 .K
m2
Q 1&3¿ UATD
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¿ 0.5389269582(60)(311−294)
Q1∧3=549.7054973 W
Q 2∧4 =UATD
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Ground
Materials Thickness (x) Thermal Conductivity
(k)
Tiles 0.012 0.25
Portland Cement 0.1524 0.29
Gravel 0.1016 0.7
Soil 3 1.5
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
1 0.012 0.1524 0.1016 3 1
22.6979
+( .25
+
0.29 )(
+
0.7
+ + )
1.5 9.3629
1
¿
0.04405693919+ ( 0.048+0.5255172414 ) + ( 0.1451428571+2 ) +0.1068045157
w
U =0.3484901512 .k
m2
Q=UATD
¿ 0.3484901512 (340 )( 311−294 )
Q=2014.273074W
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Second and Third Floor
Materials Thickness (x) Thermal Conductivity
(k)
Tiles 0.012 0.25
Portland Cement 0.1524 0.29
Steel Beams 0.25 50.2
Concrete Dense 0.1016 1.5
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
1 0.012 0.1524 0.25 0.1016 1
22.6979 (
+
0.25
+
0.29
+ )(
50.2
+
1.5
+ )
9.3629
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Roof
Thermal Conductivity
Materials Thickness (x)
(k)
Portland Cement 0.1524 0.29
Steel Beams 0.25 50.2
Concrete Dense 0.1016 1.5
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
0.1524 0.25 0.1016
0.4405693919+ ( +
0.29 50.2
+
1.5 )
+ 0.1068045157
w
U =0.872870586 .k
m2
Q=UATD
¿ 0.872870586 ( 340 ) ( 311−294 )
Q=5045.191987 W
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Single Door
Thermal Conductivity
Materials Thickness (x)
(k)
Oak wood 0.05715 0.17
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
0.05715
0.4405693919+( 0.17 )
+0.1068045157
w
U =1.131800518 .k
m2
Q=UATD
¿ 1.131800518(5 m2)(311−294)
Q=96.20304403W
Double Door
Materials Thickness (x) Thermal Conductivity
Oak Wood 0.05081 0.17
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
0.05081
0.4405693919+( 0.17 )
+( 0.1068045157)
w
U =1.811675158 .k
m2
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Q=UATD
¿ 1.811675158 ( 10 m 2 ) ( 311−294 )
Q=200.8847768W
Fire Exit
Materials Thickness (x) Thermal Conductivity
(k)
Steel 0.05 50.2
I
U=
R
1
¿
1 x 1
+Σ +
ho k h1
1
¿
0.05
0.4405693919+ ( )
50.2
+0.1068043157
w
U =1.823586519 .k
m2
Q=UATD
¿ 1.823586519 (5 )( 311−294 )
Q=155.0048541 W
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Glass
Area 1.5 m x 1.5 m = 2.25m 2
6 windows (2.5 m)
North Side
15m2
6 windows (2.5 m)
South Side
15m 2
w
U =6.350172454 .k
m2
Q=UATD
¿ 6.350172454 ( 15 ) ( 311−294 )
Q=1619.293976 W
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Heat Gain per Occupant
To know the no. of people use the formula:
lot area
× no . of floors
area per person
Area per person is based on The Engineering ToolBox. Since my design is a library I will
use 10 persons per area.
340 m2
= ×3
10
¿ 102 person
Heat gain
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metabollic
QS= Number of people x human heat gain x
100
340 82
=34 ( 3 ) x 215 x
10 100
QS=17982.6 W
48
Ql = 34 (3) X 185 x
100
Ql =9057.6 W
Chapter III
III. Infiltration
m3
QV = 54.73006486
s
o For Wind Action
Qv
C=
A
54.7300648m 3 /s
C=
75 m2
1m 3600 s
¿ 0.7292341973 x x
1000 m 1 hr
C=2.627043113 km/hr
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C
Vratio=
wind velocity
2.627043113 km/hr
¿
19.8
Vratio=0.1326789451
Qsi =1.23(Qdoor)( ∆T )
Qsi =1.23 (99.50920884) (311-294)
Qsi = 2080.737557 W
Qli = 3000( QDoor )(Wo – Wi)
Psat = P (RH)
Psat
WO¿
Patm−psat
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Interpolate the saturation pressure between 20°C and 22°C
22° 2.642
21° X
20° 2.337
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22−21 2.642−x
=
22−20 2.642−2.337
x=2.4895 KPa
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Saturation pressure @38℃ =6.624 KPa
Psat
WO¿
Patm−psat
0.85(6.624 KPa)
Wo=0.622
101.325−(0.85)(6.624)
kj
Wo−0.03659672333
kg
(0.5)(2.4895)
Wi=0.622
101.325−( 0.85 )( 6.624 )
kj
Wi=0.00773613675
kg
Infiltration Latent Heat
Qli=3000 ( Qdoor ) ( Wo−Wi )
¿ 3000 ( 99.50920884 ) ( 0.0369672333−0.00773613675)
kg
Qli=8725.394291
m3
Ventilation
kg
Air Density ¿ 1.4048
m3
Total Occupancy = 102 person
l
Occupancy Air Required ¿ 10
s
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Vf =( total occupancy ) ( occupancy air required )
( LS )
Vf =( 102 ) 10
l
Vf =1020
S
m3
Vf =1.02
s
Interpolate the 𝜌air between 20°C and 30°C
Dair Pair
20°C 1.324 kg/m3
21°C x
30°C 2.297 kg/m3
20−21 1.324−x
x= =
20−30 1.324−1.297
kg
x=1.3213
m3
Computing the m
m= pv
kg m3
m=(1.3213 )(1.02 )
m3 s
kg
m=1.347726
s
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SH Load
Qs=¿ ṁCp ∆ T
kg kj
(
Qs= 1.347726
s )(
1.0067
kg ℃ )
(311 ℃−294 ℃ )
Qs=23.06484799kW
Qs=23064.8799W
Mass water Removal
Mwr=m ( Wo−Wi )
¿ 1.347726 ( 0.03659672333−0.0077361365 )
kg
Mwr=0.038896116291
s
Interpolate the enthalpy of liquid and gas between 20℃ and 22℃ (from table 10)
22−21 92.23−x
x= =
22−20 92.93 .83 .86
x=88.045
22−21 2541.8−x
y= =
22−21 2541.8−2538.2
y=2540
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Computing the Hfg
Hfg=Hg−Hf
Hfg=2540−88.045
kj
Hg=2541.935
kg
Latent Heat Computation
Ql=masswaterremoval ( Hfg )
Ql=0.038896116291 ( 2541.955 )
Ql=95.37152682 kW
Chapter IV
IV. Fenestration Cooling Load
North South
10 123 41
14 x y
20 88 38
Interpolate
20−14 88−x
x= =
20−10 88−123
x=109
20−14 38− y
y= =
20−10 38−41
y=39.8
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North South
=109 w /m2 (15 m2) =39.8 w/m2 (15 m 2)
North =1635 w South=597 w
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Machine
Incandescent
300 100 30000
Lamp
Total Watts 220,850 W
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Heat Gain 9037.6
Infiltration 8725.394291
Ventilation 95371.52682
Total of Latent Heat (w) 113134.5211
Plot the Computed SHR to the Psychrometric Chart to get the Supply
Temperature:
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T3=11℃
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¿ 281212.6802+113134.5211
Subtotal=39437.2013 w
Subtotal=394.3472013 kW
Safety Factor of 10%
Safety Factor of 10 %=Subtotal ( 10 % )
Safety Factor of 10 %=39437.2013 w ( 0.10 )
Safety Factor of 10 %=39434.72013 w
Safety Factor of 10 %=39.43472013 kW
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(Schematic Diagram of Supply return system)
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Finding the Mass Flowrate
Qs
Ms=
Cp ( t 4−t 3 )
281.2126802
Ms=
kj
(1.0062 )(21 ℃−11 ℃ )
kg . k
kg
Ms=27.94799048
s
Finding the Volume of Air Supply
P 1V 1=mRT
V1 RT
=
M 1 P−Pv
kj
R 1=0.287
kg ℃
T =inside temp .∈k
P=101.235 KPa
Pv=Saturation Pressureof inside Temp .
kj
(0.287 )(294 ℃)
kg ℃
¿
(101.325 KPa−2.4895 )
V1 m3
=0.8537215879
M1 kg
Finding the value of Vs
Vs=Ms ( MV 11 )
kg m3
Vs=27.94779048
s(0.8537215879
kg )
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m3
Vs=23.85980281
s
Computing the Flowrate on the Outside
m3
Vo=1.02
s
Vr=Vs−Vo
Vr=23.85980281−1.02
m3
Vr=22.83980281
s
Computation for getting the Percentage of Vo and Percentage of Vr
Vo
%Vo= X 100
Vs
1.02
%Vo= x 100
23.85980281
%Vo=4.274972464 %
Vr
%Vr= x 100
Vs
22.83980281
%Vr= x 100
23.85980281
%Vr=95.72502754 %
Desired Temperature of the building =21℃
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Psat
W 4=0.622( )
Pt −Psat
1.3139435
¿ 0.622( )
101.325−1.3139435
kj
W 4=0.008171825052
kg
Computing the Psat of the supply temperature of the building.
Psat of T 3=Saturation Pressure x Relative Humidity
Psat of T 3=1.3142 ( 53 % )
Psat of T 3=0.696526 kPa
Psat
W 3=0.622( )
Pt −Psat
0.696526
W 3=0.622( )
101.325−0.696526
kj
W 3=0.004305333816
kg
Computing the H4
h 4=CpT 4+W 4 hg
h 4= (1.0062 ) ( 21 ) +8.17182052 ( 2540 )
kj
h 4=41.89713563
kg
Computing the Ql
Ql=Ms ( 2500 ) ( W 4−W 3 )
Ql=27.94799048 ( 2500 )( 0.008171825052−0.004305333816 )
Ql=270.1516506 w
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Computing the H3
h 3=Cpt 3+ W 3 hg
¿ ( 1.0067 ) ( 11 ) ( 0.004305333816 )( 2521.75 )
h 3=21.93067555
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V3=0.818
H3=36.8
Computing the mass of outside air
Mo=0.45(Ms)
Mo=0.45(27.94799048)
Mo=12.57659572kg/s
Computing the Volume Flowrate, V3=0.818
Vo=Mo ( V 3 )
¿ 12.576559572(0.818)
m3
Vo=10.2876553
s
POINT 2
Plot H2 in the psychometric chart
H2=36.2
Mass flow rate of recirculated air
Mr=Ms−Mo
Mr=27.94799048−12.57659572
kg
Mr=15.37139476
S
WO=W1
Kj
W1¿ 0.03659672333
kg
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Computing H1 and H5
h 1=Cpt +WoHg
kj
(
h 1= 1.0062
kg )
. k ( 38 )+ ( 0.003659672333 )( 2570.8 )
kj
h 1=47.64388563 .k
kg
( Mr ) ( h 4 )
h 5=( mo )( h 1 ) +
Ms
( 12.57659572 ) ( 47.64388563 ) +(15.37139776)( 41.89713563)
h 5=
27.94799048
kj
h 5=44.4844095
kg
List of H1 to H5
kj
H1=47.64388563
kg
kj
H2=36.2
kg
kj
H3=36.8
kg
kj
H4=41.89713563
kg
kj
H5=44.4833095
kg
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Refrigerating the Capacity of Air Handling Unit (AHU)
Q EVAP=154.33457+154.33457 ( 0.2 )
Q EVAP=185.201484 kW
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Cooling Capacity =154.33457 kW
Air Flow Rate= 25000
The Evaporator
The purpose of the evaporator is to remove the unwanted heat from the product,
via the liquid refrigerant. The liquid refrigerant contained within the evaporator is boiling
The rate at which the heat is absorbed from the product to the
The Compressor
vapor from the evaporator via the suction line. Once drawn, the vapor is compressed.
When vapor is compressed, it rises the temperature. Therefore, the compressor transforms
the vapor from low-temperature vapor to a high-temperature vapor, in turn increasing the
pressure. The vapor is then released from the compressor to the discharge line.
The Condenser
The purpose of the condenser is to extract heat from the refrigerant to the
outside air. The condenser is usually installed on the reinforced roof of the building,
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which enables the transfer of heat. Fans mounted above the condenser unit are used to
Within the refrigeration system, the expansion valve is located at the end of the
liquid line, before the evaporator. The high-pressure liquid reaches the expansion valve,
having come from the condenser. The valve then reduces the pressure, the temperature of
the refrigerant also decreases to a level below the surrounding air. The low-pressure, low-
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Heat Supplied=( Ms ) ( h 3−h2 )
kg
¿( 27.94799048 )¿
s
¿ 16.76879429 kW
FanCapacity=msv 3
kg
(
¿ 27.94799048
s )
( 0818 m3 / s )
m3
¿ 22.86145621
s
Chapter VI
VI. Ducting
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Size 8
Neck Velocity 1200
Velocity Pressure 0.090
Total Pressure 0.292
Flow Rate 420
Supply Velocity
No .of Ahu=
( Capacity of Ahu air Flow rate )
23.85980281m 3 / s(3600 s)
No .ofAhu=
25000
No .of Ahu=3.435811605
3 Ahu
3 Ahu
¿
3 floor
1 Ahu
No .of Ahu=
floor
Flow Rate (Vs)
No .of Diffuser =
Flow Rate Diffuser
23.8590281
¿
1
420( ) ¿ ¿
60
No .of Diffuser =120.2791475
Safety Factor 11 %=120.2791475 (1.1 )
132.3070623
Safety Factor 11 %=
3 floor
No .of Diffuser =44.10235408 diffuser
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Computation for Duct Loss:
𝐶𝑜𝜌 𝑉𝑜𝑒
𝐹=
2
𝑉𝑟𝑎𝑡𝑖𝑜 = 𝑉𝑜𝑢𝑡/𝑉𝑖𝑛
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𝐴𝑟𝑎𝑡𝑖𝑜 = 𝐷𝑜𝑢𝑡2 /𝐷𝑖𝑛2
¿ 5.6+0.48+1.67 +2.81
¿ 10.54 Pa
¿ 5.6+3.96+3.85+ 0.46+1.67+2.81
¿ 18.35 Pa
¿ 26.049 Pa
¿ 32.779 Pa
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A−DJ 2=DL A + FL A −C + DL C + FLC− E + DL E + FLE−G + DL G + FLG −I + DL I + FL I−J 1 + FLJ 1−J 2 + FLJ 2−DJ 2
¿ 5.6+3.96+3.85+ 3.849+ 3.85+2.92+3.85+0.42+3.85+3.46+1.67+ 2.81
¿ 40.089 Pa
PRESSURE DROP TOTAL= A−DB2+ A−DD 2+ A−DF 2+ A−DH 2+ A−DJ 2
¿ 10.54+18.35+26.049+ 32.779+ 40.089
¿ 127.807 Pa
Steam table
T e =22℃
T ahu =16 ℃
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T refrigerant=10 ℃
T chiller =19℃
kJ
h1 =408.03
kgK
kJ
h2 =426
kgK
kJ
h3 =250
kgK
h 4=h 3
Evaporator
Assume:
T e =0 ℃
T l=−7 ℃
T r=−17 ℃
( T e −T r )−( T l−T r )
LMTD=
( T e −T r )
ln
( T l−T r )
LMTD=13.19 ℃
LMTD=55.74 ℉
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Fig 3.1 T-S Diagram of Evaporator
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Q Evaporator =1.1 ( DCL )
¿ 1.1 (150.1024 )
¿ 165.1126 k
BTU 3600 s
Q Evaporator =165.1126 kW × ×
1.055 kJ 1 hr
BTU
Q Evaporator =563417.4028
hr
Q Evaporator
Evaporator Capacity=
LMTD
BTU
563417.4028
hr
Evaporator Capacity=
55.74 ℉
BTU
Evaporator Capacity=10107.9548
hr −℉
QEvaporator
m=
(h1−h 4)
165.011 kW
m=
kJ kJ
408.03 −250
kg kg
kg
Mass flow rate of the Refrigerant , m=1.04
s
Condenser Design
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QCondenser=m(h2−h3 )
kg kJ kJ
Q Condenser =01.04 (426 −250 )
s kg kg
Q Condenser =183.04 kW
Assume:
T e =23 ℃
T l=47 ℃
T r=55 ℃
( T r −T e )−( T r −T l )
LMTD=
( T r −T e )
ln
( T r −T l )
LMTD=17.31 ℃
LMTD=63.16℉
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T-S Diagram of Condenser
BTU 3600 s
Q Condenser=183.04 × ×
1.055 kJ 1 hr
BTU
Q Condenser=624591.4692
hr
Q Condenser
Condenser Capacity=
LMTD
BTU
624591.4692
hr
Condenser Capacity=
63.16 ℉
BTU
Condenser Capacity=9889.0353
hr−℉
Compressor Design
W Compressor =m(h2−h1)
kg kJ kJ
W Compressor =1.04 (426 −408.03 )
s kg kg
W Compressor =18.69 kW
W Compressor =25.06 hp
W Compressor =5.35TOR
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Findingthe Coefficient of Performance(COP) of the Compressor :
QEvaporator
COP=
W Compressor
165.1126 kW
COP=
18.69 kW
COP=8.83
Design Temperature:
14.7 psi
1932.2 KPa ×
101.325 KPa
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Pressure at Evaporator , Pe =208.26 KPa
14.7 psi
208.26 KPa ×
101.325 KPa
∆ PValves =P c −P e
Chapter VII
VII. Pipings And Calculation
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