Sizing Costing
Sizing Costing
Sizing Costing
GROUP 18
YEW CHOON SENG
0903217
1102997
0905714
A project report submitted in partial fulfilment of the requirements for the award of
Bachelor of Engineering (Hons.) Chemical Engineering
EQUIPMENT SIZING
Assumption:
1) There is no pressure drop.
2) The Reactor is a steady state but non-isothermal CSTR.
3) T , T out and X is already specified.
From the reference of The Kinetic of Aromatic Nitration, the k value in 25.8 is 0.07824
L/mol.min .
k (25.8 =298.95 K) = 0.07824 L/mol.min
103 J/mol
R = 8.314 J / K.mol
Thus, rearrange the Arrhenius equation to get the k value for the outlet temperature, which is
50 or 323.15 K.
E 1
1
( )
R T1 T2
For safety and to increase the efficiency, we add increase 10% of the initial volume, thus, the
new volume for the reactor will be
V = 2.3412 1.1 = 2.5752
m3
V 13
(
)
D=
D = 0.9359 m
L = 4D
L = 3.7435 m
Agitator Design
Type of Agitator : Turbine Impeller
side products occur. The jacket will fit the reactor of the 80% of height of reactor.
Thus,
Height of Jacket = L 0.8 = 2.9948 m
Whereas the diameter of the jacket is exactly the same as the diameter of the reactor
= 0.9359 m
Since the acid wash process is the removal of un-decanted sulfuric acid by react with the
sodium carbonate solid, and the reaction is isothermal, and both the reacted products are
solid, we can design this reactor as a mixer.
As the residence time does not affect to other component except sulfuric acid, we can assume
the residence time for this mixing process is
)]
0.08333 hr 2
)] 0.08333 hr 2
V = 16.19 m
V 3
D= ( )
D = 1.73 m
L = 4D
L = 6.92 m
+ 7.03 10 m
= 16.19703 m
The alkali Wash Reactor is same as the acid wash reactor, the difference is it removes the
water by reacts with it with solid Calcium Sulfate.
Thus, we can make the same assumption and doing the sizing in the same method as the Acid
Wash Reactor.
3
V = [(45958.5 lb/hr)/(217.723 kg/ m )]
0.08333 hr 2
)] 0.08333 hr 2
V = 15.96 m
+ 5.96 10 m
= 15.96596 m
D = 1.7193 m
L = 6.8771 m
T1
P a
[ 2 1]
8130 a P1
)( )
k1
=0.2857
k
/min of air
518.67 R
100 atm
3
Thus, T hp=7 ft /min 8130 (0.2857) [ 1 atm
)(
0.2857
1]
T hp=4.26
HP
W
ncompressor nmotor
= 4.74 HP
1.6 Evaporator
Figure 4
T lm=
( T 1 t 2 ) (T 2t 1)
ln
(T 1t 2)
(T 2t 1)
( 100105 )(8050)
(100105)
ln
(8050)
13.95
The total area of heat exchanger used is determined by the overall heat transfer coefficient, U.
The overall heat exchanger coefficient in this case is 200 btu/ft = 0.00544 kW/m.The heat
duty of the evaporator is obtained from the steam table. The Q is 0.83151kW/hr. To determine
the area of the heat exchanger:
A=
Q
U T lm
0.83151
(0.00544)(13.95)
10.95 m2=117.94 ft 2
1.7 Decanter
Operating Pressure,
Po=14.7 psig
Design Pressure:
Pd =exp {0.60608+ 0.91615 [ ln ( Po ) ] + 0.0015655[ln ( P o ) ]2
exp { 0.60608+0.91615 [ ln ( 14.7 ) ] +0.0015655[ ln ( 14.7 ) ]2
= 21.75psig
At the operating temperature, the maximum allowable stress, S is 14.75psig.
Assume weld efficiency, E=1.0
From the sizing of the feed drum,
Di=2.83 m=111.4
1.8 Dryer
Evaporation rate = amount of steam that is dehydrated from the Gypsum
Tin = 146.00 0F
tout = 100.000F
Tout = 377.780F
tin = 200.000F
A =
Q
UTlm
= 9730121.4512 Btu/hr
( 200) ( 97.477 )
=499.0983232 ft2
According to (Seider, et al., 2010 ), Heuristic 54 the outer diameter of the tube is 0.01905 m
while the tube length is 6.096 m.
Equipment
E-100
E-101
E-103
E-106
Heat
Exchanger
Sizing
for
Shell
and
Area (m2)
39.214
67.197
46.368
81.114
Tube
Heat
Exchanger
Number of Tubes
54
92
64
111
Area (m2)
14.999
14.576
11.958
Number of Tubes
51
50
50
1.10 Mixer
For a simple mixer, there are only two simple parameter needed. Assumed residence time,
Volume , V = [ FV / PV ] * ( ) * 2
= [ (19395/ 1502) * ( 5/60) * 2] + [ ( 301.89 / 1834) * ( 5/60) * 2 ]
= 18925.6312 +n 241.256997
= 19166.89 m
D=
3 V /
19166.89
= 18.27 m
The length of the mixer,
L = 4D
= 4 ( 18.27 )
= 73.08 m
COSTING
t p=
Pd Di
4 SE0.4 Pd
However, since the operating pressure is 1 atm =14.22 psig and the reaction is isobaric. We
can directly get the minimum wall thickness with referring the vessel inside diameter.
= in = 0.25 in.
3
(39.3701 in + 0.25 in)(147.38189 in + 0.8(39.3701 in))0.25 in (0.284 lb/ )
= 1580.83 lb
=$ 2551.69
= $ 27397.105
Pd Di
2 SE1.2 Pd
However, since the operating pressure of the Acid Wash Reactor is 1 atm = 14.22 psig and it
is isobaric. The low pressure can lead to give sufficient rigidity wall thickness to the vessel by
using the equation above. Thus, we can directly refer to Figure 6.
The vessel inside Diameter of the Acid Wash Reactor is 1.73 m = 5.68 ft = 68.11 in., thus we
can choose the minimum wall thickness = 5/16 in. = 0.3125 in.
68.11+0.3125
3
68.11
=
(0.284 lb/ )
272.4409+(0.8)()0.3125
= 6236.92 lb
2
= exp {7.0132 + 0.18255 [ln (W)] + 0.02997 [ln(W )] }
Cp
= $103681.1
= 0.3125 in = 0.0079375 m
67.69+ 0.3125
3
67.69
=
(0.284 lb/ )
270.75+ 0.8()0.3125
= 6160.21 lb
2
= exp {7.0132 + 0.18255 [ln (W)] + 0.02997 [ln (W )] }
0.73960
( L)0.70684 = 361.8(3.5946) (9.0496) = $ 11769
= 361.8 ( D i )
Cp
= $102770
3
99.21
=
(0.284 lb/ )
396.85+ 0.8() 0.4375
= 18523 lb
2
= exp{8.9552 0.2330[ln (W)] + 0.04333 [ln(W )] }
= $ 51492
PC =3.41 HP
Due to low
PC value
as 10 HP
10
ln
HP)]} = $ 17882
C B=exp {8.1238+0.7243
C P=F D F M C B
= $ 51410.75
2.6 Evaporator
The base cost of the heat exchanger is based on equation design. Since it is a carbon steel horizontal
tube evaporator. The purchase cost is determined by:
C P=4060 A 0.53
4060(117.94 )0.53
$ 50875.24
Pd Di
2 SE1.2 P d
( 21.75 )( 111.4 )
2 ( 317.264 ) ( 0.85 ) 1.2 ( 21.75 )
= 4.716 in = 0.393ft
Adding another corrosion allowance of 1/4 in gives a total thickness of 4.716 in.
t s=4.966 0.414 ft
L=4 Di=445.637.12 ft
Density of carbon steel,
=490 lb/ft
Vessel weight:
W = (D i+t S )(L+0.8 D i )t S
( 9.28+ 0.414 ) [ 37.12+ 0.8 ( 9.28 ) ] (0.414)( 490)
87831lb
2.8 Dryer
V-102
C P=exp {8.2938+0.8526 [ ln ( Q ) ] 0.0229 [ ln ( Q ) ]
= $205,996.87
Bare-Module Factor for dryers = 2.06
C BM
= 424353.55
V-103
C P=exp {8.2938+0.8526 [ ln ( 13.87 ) ] 0.0229 [ ln ( 13.87 ) ]
= $ 44283.36
Bare-Module Factor for dryers = 2.06
C BM
= 424353.55
Material Factor
Pressure factor
Fp = 0.9803 + 0.018 (P/100) + 0.0017 (P/100 )2
= 0.9803 + 0.018 ( 14.7/100) + 0.0017 (14.7/100)2
=0.983
Purchase Cost
CP = FPFLFMCB
= 0.983 (1) (2.65) (15538.5)
= $ 40 477.0
CBM = FBMCP
= 3.17 ( 40 477.0)
= $ 128312.1
Area, (m2)
Number of
CB, $
CP, $
CBM, $
39.214
67.197
46.368
81.114
Tubes
54
92
64
111
16056.59
14 718.1
15 538.5
14 462.8
41 510.94
39 063.3
40 477.0
38 670.1
131 589.7
123 830.7
128 312.1
122 584.2
Table 4: Overall Heat Exchanger Costing for Double Piped Heat Exchanger
Equipment
E-105
E-107
E-108
Area, (m2)
Number of
14.995
14.576
11.958
Tubes
41
40
33
CB, $
CP, $
21419.82
21590.43
7719.30
53270.88
53895.18
19046.10
CBM, $
168 868.79
170 213.72
60376.14
Pd D i
2 SE1.2 Pd
( 21.755 ) (5 )
2 ( 15000 ) ( 0.85 )1.2 ( 21.755 )
= 0.00427ft
= 0.05124 inch (too small)
Due to low pressure, wall thickness calculated too small to give sufficient turgidity.
According to book: Product and Process Design Principles: Synthesis, Analysis and
Evaluation,
For internal shell diameter, Di = 5ft, minimum wall thickness tp = 0.3125 inch.
Outer diameter, Do = Di + tp
= 60 + 0.3125
= 60.3125 inch
S D 20
= 0.036 inch
Required thickness to withstand internal pressure and wind load = 0.3125 + 0.036
= 0.3485 inch
Average thickness, tv =
0.3485+ 0.3125
2
= 0.3305 inch
( )
= $57036
For sieve tray,
2.25
1.0414 NT
2.25
1.0414 15
= 1.224
Pd D i
2 SE1.2 Pd
( 21.755 ) (5 )
2 ( 15000 ) ( 0.85 )1.2 ( 21.755 )
= 0.00427ft
= 0.05124 inch (too small)
Due to low pressure, wall thickness calculated too small to give sufficient turgidity.
According to book: Product and Process Design Principles: Synthesis, Analysis and
Evaluation,
For internal shell diameter, Di = 5ft, minimum wall thickness tp = 0.3125 inch.
Outer diameter, Do = Di + tp
= 60 + 0.3125
= 60.3125 inch
Tangent-to-tangent length, L = (N 1) 2 = (17 1) 2 = 32ft = 384 inch
Additional wall thickness to withstand wind load or earthquake, tw =
0.22 ( D0 +18 ) L2
S D 20
= 0.0466 inch
Required thickness to withstand internal pressure and wind load = 0.3125 + 0.0466
= 0.3591 inch
Average thickness, tv =
0.3591+ 0.3125
2
= 0.3358 inch
= $13412
Purchase cost at the CE index 576 for tower, ladder and platform, CP =
576
( 58798+ 13412 )
500
( )
= $83186
For sieve tray,
Cost per tray, CBT = 468 exp (0.1739Di)
2.25
1.0414 NT
2.25
1.0414 17
= 1.129
2.12 Mixer
Costing for Mixer M-100
Design Pressure
Di = 18.27m
= 59.94 ft
= 719.3 in
The value obtained lower than expected because of low operating pressure, P o. Adding
another corrosion allowance of 1/8 in gives a total thickness of 0.7854 in.
ts = 0.7854 in
L = 4Di = 239.76 ft = 2877.2 in
Density for carbon steel,
= 0.284 lb/in3
Vessel Weight
W = (Di + ts) (L + 0.8 Di) tsp
= ( 719.3 + 0.7854 )(2877.2 + (0.8)(719.3) (0.7854)(0.284)
= 1741 766 lb
E-100
E-101
E-102*
E-103
E-104*
E-105
E-106
E-107
E-108
R-100
V-100
R-101
V-104
V-101
V-102
V-103
P-100
P-101
P-102
M-100
EU
C-100
C-101
Total Bare Module Cost ($)
Reactor
Decanter
Acid Wash Reactor
Evaporator
Alkali Wash Reactor
Spray Dryer
Air Blower
Mixer
Electrolysis Unit
Distillation Column
Auxiliary Facilities
Cost ($)
Total ($)
1. Onsite
398349.4
7
398349.4
7
199174.7
3
199174.7
3
1195048.41
199174.7
5% GRC
3
2% GRC
79669.89
1.5% GRC
59752.42
1% GRC
39834.95
Total Direct Cost
378432.00
1573480.40
10% GRC
Piping Installation
10% GRC
5% GRC
5% GRC
2. Offsite
Building
Yard Improvement
Land
Service Facilities
Specification
Cost ($)
Indirect Cost
Contingency
Construction Expenses
Engineering and Supervisions
Constructor's Fee
5% GRC
3% GRC
2% GRC
1% GRC
Total Indirect Cost
Total Cost
199174.7
3
119504.84
79669.89
39834.95
438184.4
2
Total Capital Investment, TCI = Total Indirect Cost + Total Cost + Fix Capital Investment
= $ 438184.42 + $ 2011664.82 + $ 2011664.82 = $
4461514.06
Working Capital
Start Up
55000 kW
50000 m/h
100000 kg/h
1261.58 kg/h
$ 0.06/ kW-hr
$ 0.02/m
$ 6.60/1000kg
$ 0.33/kg
Total Utilities Cost
Total ($)
26136000.0
0
7920000.00
5227200.00
3297265.50
42580465.5
0
Specification
Cost ($)
Total ($)
Operational Cost
18
$ 35/operator-hr
4989600.00
15% DW& B
748440.00
6% DW& B
299376.00
$ 60000/
9
(operation/shift)-yr
540000.00
$ 60000/
9
(operation/shift)-yr
540000.00
Total Operational Cost 7117416.00
Price ($/kg)
Specification
Cost ($)
Benzene
1.37
10905.7 kg
118331207.28
Nitric Acid
0.36
8797.4 kg
25083146.88
Sulphuric Acid
0.22
136.9 kg
238534.56
143652888.72
Cost ($)
Insurance
1% FCI
59951.60
5% FCI
299757.98
359709.57
Specification
8% FCI
5% FCI
3% FCI
Total General Expenses
Cost ($)
479612.76
299757.98
179854.79
959225.52
Price ($/kg)
Specification
Cost ($)
17181.53 kg
544310870.40
46.28kg
29323008.00
46.28 kg
73307.52
Total Revenue
573707185.92
4
0.8
0.2
= 15% of FCI
= 0.15 $ 5995159.51 = $ 899273.93
A NNP
Return of Investment = Total Capital Investment 100
=
$ 209465057.26
100
$ 4461514.06
= FCI
= $ 5995159.51
Payback Period
CTD
A NNP + A D
$ 5995159.51
$ 209465057.26+ $ 899273.93
=: 0.028498936 year
First year:
Second year:
Third year:
Fourth year: