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CHE 408: Process Design Sessional
Presented by
Afia Subhani (1602001)
Anika Bushra (1602006)
K. M. Nazmus Sakib (1602026)
Ishmamul Hoque Sadab (1602031)
Design of a 20 Ton/Day Combined
Thermochemical and Biological Plastic Waste
Processing Plant for The Production of Acetic
Acid and Bio-ethanol
Supervised by
Dr. Shoeb Ahmed
Professor
Department of Chemical Engineering
BUET
Presentation on
Department of Chemical Engineering
BUET
1. Project Definition
2
▰ A plant is to be set up at Zinjira, Keraniganj in Bangladesh having a capacity to
process 20 ton/day of segregated plastic waste to produce 9600 L/day acetic acid and
14400 L/day ethanol corresponding to a yearly production of 3.2×106 L of acetic acid and
4.8×106 L of ethanol on processing 6600-ton plastic waste, including all offsites,
auxiliaries, utilities, and supporting facilities.
▰ The process involves converting plastic wastes into syngas through gasification
followed by fermentation of syngas to produce acetic acid and ethanol with the help of
bacteria Clostridium ljungdahlii.
Raw Materials
▰ Clostridium ljungdahlii culture
▰ Air
▰ Segregated Plastic Waste
▰ Bacterial growth nutrient medium
3
Products
▰ 99 % Acetic Acid (V/V)
▰ 90 % Ethanol (V/V)
▰ Tar
Component Quantity per L of
medium
2 gm FeCl2.4H2O 10 mL
85% H3P04 0.05 mL
MPFN Trace Metals 20 mL
(NH4)2HPO4 0.6 g
NH4Cl 2 g
NaCl 0.2 g
KCl 0.15 g
MgCl2.6H2O 0.5 g
CaCl2.2 H2O 0.2 g
Cysteine HCl.H2O 0.25 g
Vitamin solution 0.7-0.8 /0.1-0.2* mL
Table 1:Table for the composition of nutrient
Design Basis
4
2
5
Plant Location
Geographical Data
Site Characteristics
 Nearest River: Buriganga
 Maximum water level: 1.54-2.1
meters
 Average Depth of wells: 10-15
meters
 Water level record during flood: 4m
above plant ground level
Soil Characteristics
 The project area is dominated by organic
clay and peats.
 The cluster lies on the Madhupur Clay with
its average thickness of about 10 meters
consists of over-consolidated clayey slit
and is underlain by the Pleistocene Dupi
Tila formation.
 Arsenic content is below WHO limit.
6
Seismic Condition
▰ Maximum earthquake – 7 on
Richter scale
▰ Seismic Zone – 3 seismic zones in
Bangladesh & the site is in Zone II
▰ Seismic Coefficient – 0.15 g
7
Al-Hussaini, T., Hossain, T., & Al-Noman, M. (2012). Proposed Changes to the Geotechnical Earthquake Engineering
Provisions of the Bangladesh National Building Code. Geotechnical Engineering Journal Of The SEAGS & AGSSEA, 43(2).
Meteorological Data
▰ Climate conditions
• Rainy season - Hot and humid (having about 90
percent of the annual rainfall).
• Winter - Cool and dry.
• Summer - Hot and dry (interrupted by occasional
heavy rainfall).
▰ Temperature
Maximum 36°C
Minimum 12.7°C
▰ Rainfall
Average yearly 1329 mm
8
▰ Humidity
Average annual relative humidity 59.8%
Highest 79% (Summer)
Lowest 45% (Winter)
▰ Wind
• Wind direction:
Summer: South to North
Winter: North to South
• Design wind velocity: 60-65 m/s
Utilities
9
 Process Steam
Temperature and Pressure: 527 0C, 1 atm
Source: Groundwater, river water (after
treatment)
 Cooling water
Temperature and Pressure: 25 0C, 1 atm
Source: Ground water, river water (after
treatment)
Plant air
Temperature and Pressure:25 0C, 7.5 atm
Source: Atmospheric air
 Instrument air
Pressure: 3−20 psig
Source: Atmospheric air
 Inert gas (N2)
Temperature and Pressure: 25 0C, 8 atm
Source: Atmospheric air
 Electric power
Source: National Grid
Process Selection
10
3
11
 Processing a broad range of syngas component ratios
 No need for an external gas shift operation
 High tolerance to contaminants
 Higher selectivity of biological catalysts leading to higher yields
 Inexpensive biological catalyst, low cost growth media
 Simplified downstream processing, less undesired by-products
 Greater fuel yield and energy efficiency
 Lower carbon dioxide emissions
 Higher rate of carbon conversion to fuel
Process Flow Diagram
12
4
13
List & sizing of
Equipment
14
5
15
Name of Equipment Identification No. No. of Items Size
Water Storage Tank T-100 1 Volume: 79 m3
Shredder S-100 1 Capacity: 0.23 kg/s
Elevator E-100 1
Length: 2.31m
Diameter: 0.23 m
Power of drive: 0.045 KW
Washer W-100 1 Volume: 3.168 m3
Screw Conveyor SC-100 1
Length: 10.5 m
Diameter: 0.23 m
Power of drive: 0.21 KW
Rotary Dryer DR-100 1 Peripheral surface area= 3.02 m2
Heat Exchanger HE-100 1
Surface area: 1.82 m2
Heat duty: 33.3 KW
Gasifier G-100 1 Volume: 64.05 m3
Cyclone Separator C-100 1 Body diameter: 1.052 m
Ceramic (Candle) Filter CF-100 1
tube filter area: 1.48 m2
No. of cells: 6
Tubes per cell: 78
Pressure Swing Adsorber
(PSA)
PA-100 1
Diameter: 1.1 m
Height: 3.23 m
Air Compressor CM-100 1 Power: 172 KW
Economizer EC-100 1
Surface area: 0.92 m2
Heat duty: 42.84 KW
Superheater SH-100 1
Surface area: 29.94 m2
Heat duty: 615.76 KW
Table 5a: List of equipment and sizing
16
Name of Equipment Identification Code No. of Items Size
Syngas Cooler CO-103 1
Surface area: 53.73 m2
Heat duty: 270.26 KW
Syngas Storage Tank ST-100 1 Volume: 1171 m3
Primary Bioreactor M-100 1 Volume: 0.25 m3
Syngas Compressor CM-101 1 Power: 843.6 KW
Secondary Bioreactor M-101 to M-110 10 Volume of each: 64.29 m3
Liquid Storage Tank ST-101 1
Diameter: 2.68 m
Height: 5.36 m
Cell Separator CS-100 to CS-109 10
Diameter of each: 1.7 m
Length of each: 1.55 m
Pumps
P-100
9
Power: 837.2 W
P-101 Power: 394.5 W
P-102 Power: 191.3 W
P-103 Power: 794.1 W
P-104 Power: 211.9 W
P-105 Power: 536.6 W
P-106 Power: 635.0 W
P-107 Power: 3530.6 W
P-108 Power: 865.5 W
Table 5b: List of equipment and sizing
17
Name of Equipment Identification Code No. of Items Size
Distillation Column
D-100
2
Height: 14.7 m
Diameter: 0.9 m
D-101
Height: 6.6 m
Diameter: 1.5 m
Reboiler
H-100
2
Surface area: 4.46 m2
Heat duty: 304.17 KW
H-101
Surface area: 16.83 m2
Heat duty: 1144.44 KW
Condenser
CO-100
2
Surface area: 10.55 m2
Heat duty: 239.72 KW
CO-101
Surface area: 31.14 m2
Heat duty: 1041.67 KW
Ethyl Acetate Storage Tank T-101 1 Volume: 0.94 m3
Acetic Acid Storage Tank ST-102 1 Volume: 33 m3
Ethanol Storage Tank ST-103 1 Volume: 49 m3
Table 5c: List of equipment and sizing
Individual Design
18
6
Individual Equipment
Shell & Tube Heat Exchanger (HE-100)
19
20
Thermal Design of Heat Exchanger
Heat Balance: Q = 113628 Btu/hr
LMTD=922.37 oF
FT = 0.99
Corrected LMTD, ΔT = 913.15 oF
Tube side: (Assume)
Tube OD, do= 0.75 inch
BWG= 18
Tube ID, di = 0.652 inch
Length of tube, L= 5 ft
No. of tubes, Nt = 20
Square pitch, PT =1 inch
Heat transfer coefficient, hio=91.97
Btu/hr. ft2 oF
Shell side: (Assume)
Shell ID, Di = 30 inch
⸫ Baffle space, B= Di×0.2 = 6 inch
Clearance, C =0.25 inch
Heat transfer coefficient, ho = 15.79
Btu/hr. ft2 oF
Clean overall coefficient, Uc= 13.47 Btu/hr. ft2 oF
Dirty overall coefficient, UD= 6.34 Btu/hr. ft2 oF
Dirt factor, Rd(calculated) =
Uc−UD
UcUD
= 0.08354
Rd(required) =0.00938
Pressure drop calculation:
Tube side, ΔPT = 0.05 <10 psi
Shell side, ΔPs= 0.00029 psi <10 psi
21
Mechanical Design of Heat exchanger
Code: ASME code section VIII division 1
Materials: Stainless Steel (Grade 304)
Corrosion allowance, C = 3mm =0.11811 inch
For SS-304, maximum allowable pressure, F = 9781 psi
Tube thickness: 0.12 inch= 3.02mm
Shell thickness: 0.35 inch= 8.89mm
Nozzle
Diameter: 7.981 inch
Thickness: 0.17inch=4.33mm
Head
Type: Torispherical
Thickness: 0.46inch= 11.80mm
Height= 7.44inch
Baffle
Shape: Segmental
Cut: 25%
No. of baffles: 9
Insulation
Material: Mineral wool
Critical thickness: 30.33mm
⸫Thickness= 32mm
Support
Type: Saddle
A B C D E F G H
27.2inch 23.0inch 3.9inch 5.1inch 9.5inch 11.7inch 5.9inch 3.9inch
22
Figure: Cross-sectional view of 1-2 shell and tube heat exchanger (U- bend Type)
Mechanical Drawing
23
Figure: Cross-sectional view of tube bundle arrangement
24
Figure: P & ID of shell and tube heat exchanger
Piping & Instrumentation Diagram
Individual Equipment
25
Atmospheric Distillation Column (D-100)
Design Parameters for Atmospheric Distillation Column
26
Temperature 100˚C
Pressure 101.3 kPa
Material of construction Carbon steel
Column height 14.7 m
Column diameter 0.9 m
Column thickness 5 mm
Tray type Sieve tray
No. of trays 23
Feed stage 12th stage
27
Tray spacing 0.61 m
Tray thickness 2.86 mm
Hole diameter 4.76 mm
Pitch type Equilateral triangular
Pitch length 15 mm
Weir length 0.4 m
Weir height 25.4 mm
Downcomer area 0.026 m2
Downcomer width 49 mm
Insulation material Fiber glass
Insulation thickness 100 mm
28
Insulation area 51.23 m2
Column weight 2791.7 kg
Head type ASME Tori-spherical
Inside depth of dish 0.378 m
Head thickness 5 mm
Support type Skirt support
Skirt height 1.84 m
Skirt thickness 3 mm
Reboiler duty 304.2 kW
Reboiler area 4.46 m2
Condenser duty 239.7 kW
Condenser area 7.16 m2
29
Purpose No. of Nozzles Location
Feed inlet 1 12th stage
Top vapor outlet 1 1st stage
Reflux nozzle 1 1st stage
Boil-up nozzle 1 23rd stage
Bottom liquid outlet 1 23rd stage
Level controller 1 23rd stage
Gauge glass 1 23rd stage
Temperature indicator 15 Several stages
Manhole 5 4,8,12,16 and 20th stages
Liquid sampling point 3 5,15,20th stages
Pressure gauge 2 1 and 23rd stages
30
Figure: Mechanical drawing of D-100
31
Figure: Mechanical drawing of top view of sieve tray
32
Figure: P&ID of D-100
Individual Equipment
Fixed Bed Gasifier (G-100)
33
34
Design Parameters
Highest bed temperature 0C 800 0C
Operating pressure 1 bar
Gasifier type Fixed bed, updraft
Solid residence time 1 hr
Inner diameter of the gasifier
vessel
2.75 m
Height of gasifier vessel 8.81 m
Total height including bunker,
throat and ash throat
11.59 m
35
Mechanical Design
• Code: ASME Section VII, Division 01
• Dimensions of Vessel
Height: 11.59 m
Diameter = 2.75 m
Dead weight= 13031 kg
• Shell
Materials: SS 309
Wall thickness: 9.71 mm
• Head
Type: ASME Semi-Ellipsoidal Head
Materials: SS 309
Wall thickness: 4.5 mm
• Pressure
Design pressure = 2.026 atm
Working pressure = 1 bar
• Insulation
Material: Mineral wool blocks
Thickness: 1.69 mm
Weight: 27 kg
• Jacket
Jacket thickness: 54 mm
Wall thickness: 5.18 m
Jacket nozzle diameter: 81 mm
• Gas inlet Nozzle
Diameter: 0.30 m
Thickness: 0.63 mm
• Gas outlet Nozzle
Diameter: 0.43 m
Thickness: 0.9 mm
36
Mechanical Design
• Support
Type: Skirt
Material: ASME SA 387 GRADE 22
Thickness: 19.3 mm
• Rotating Grate
Diameter: 2.20 m
No. of openings: 810
Diameter of dome: 0.73 m
Height of dome: 0.24 m
Rotating speed: 20 rpm
37
Mechanical Drawing
38
Mechanical Drawing
Front sectional view of the rotating grate
Top view of rotating grate
39
P&ID
Individual Equipment
Secondary Bioreactor (M-101/…/M-
110)
40
41
• Code: ASME Section VII, Division 01
• Process: Fed-Batch; Gas Residence Time: 150 s; Liquid Retention Time: 20 hrs.
• Shell
Materials: SS304 steel
Thickness: 18 mm (corrosion allowance in accordance to ASME UG-16)
• Head
Type: ASME Semi-Ellipsoidal Head
Materials: SS304 steel
Thickness: 15 mm (corrosion allowance in accordance to ASME UG-16)
• Dimensions of Vessel
Height: 8.72 m
Diameter = 2.91 m
Weight= 2093.04 kg
• Sparger
Type: Sintered Metal Sparger by Mott Corp.
Model: Type A Hex Nipple Sparger of Media Grade-40(2240-A16-10-A00-XX-AB)
Diameter=2.5’’
Length=40’’=1.1016 m
Number of sparger = 1
Mechanical Design
42
Mechanical Design
• Column Support
Type: Skirt
Material: Structural Steel
Length:100cm
Diameter: 2.943 mm
Thickness 1.5 mm
• Agitator
Type: Impeller
Power: 8.69 hp
Bracket support for drive system = 1.744 m
• Shaft
Material: SS304 steel
Shaft diameter: 12 cm
Coupling diameter: 24 cm
• Pressure
Design pressure = 8.5 atm
Working pressure = 6 atm
• Insulation
Material: Polyurethane Foam
Thickness: 13 cm
Weight: 29.0374
• Jacket
Length: 7.412 m
Internal diameter: 3.197 m
• Base plate
Type: annular,
ID = 285 cm, OD = 315 cm,
Thickness = 2 cm
Number of bolts = 12
Agitator type: Rushton disk turbine,
Impeller type: Flat blade,
No of agitator = 3,
No. of blades = 6,
No. of baffles = 4,
Blade thickness = 5 mm,
Angle of blade = 45º
Impeller diameter = 96.89 cm
Blade length = 24.22 cm, width = 19.378 cm
Turbine revolutions = 60 rpm
Distance between two impellers = 121.11 cm
Support to mount drive: L shaped bracket support
Length of bracket support = 174.604 cm
Mechanical Design
44
Mechanical Drawing
45
P&ID
Plot Plan and
Equipment Layout
46
7
47
48
EQUIPMENT
LAYOUT
Economic Analysis
49
8
Economic Analysis
50
Steps Followed
 Purchased equipment cost estimation incorporating cost indices
 Estimation of total capital investment
 Estimation of total production cost
 Profitability analysis
 Feasibility analysis
Economic Analysis
51
Equipment Name Identification No. Quantity Cost (US $)
Water Storage Tank WT-100 1 20000
Shredder S-100 1 8000
Elevator E-100 1 5500
washer W-100 1 7000
Screw Conveyor SC-100 1 11500
Rotary dryer DR-100 1 40000
Heat Exchanger HE-100 1 3000
Gasifier G-100 1 209437.46
Cyclone separator C-100 1 9094
candle filter CF-100 1 126000
Pressure swing
adsorption
PA-100 1 8400
Air compressor CM-100 1 101365
Economizer EC-100 1 2100
Superheater SH-100 1 10000
Purchased Equipment Cost
Economic Analysis
52
Purchased Equipment Cost (cont’d)
Equipment Name ID No. Quantity Cost (US $)
Syngas cooler CO-103 1 8200
Syngas storage tank ST-100 1 400000
Syngas compressor CM-101 1 295952
Primary Bioreactor M-100 1 3500
Secondary Bioreactor M-101 to M-110 10 1000000
Liquid storage tank ST-101 1 54000
Cell separator CS-100 to 109 10 2900000
Pump P-100 to P-108 9 10447
Distillation Column D-100 to D-101 2 126126
Reboiler H-100 to H-101 2 7370
Condenser CO-100 to CO-101 2 13571
Ethyl acetate tank T-101 1 6200
Acetic acid storage
tank
ST-102 1 40000
Ethanol storage tank ST-103 1 50000
CEPCI in 2002 and 2022 is 395.6 and 785.9
respectively
Total purchased equipment cost (TPEC) at 2022 =
$10.88M
Delivered equipment cost = $11.97 M
( delivery/shipment cost is 10% of TPEC)
Economic Analysis
53
Cost items
Percentage of delivered
equipment cost
Purchased equipment
delivered 100
Purchased equipment
installation 39
Instrumentation and
Control(installed) 26
Piping (installed) 31
Electrical system (installed) 10
Building, auxiliaries (including
Services) 29
Yard Improvements 12
Service Facilities (installed) 55
Land -
Estimation of Capital Investment
Cost items
Percentage of delivered
equipment cost
Engineering and supervision 32
Construction Expenses 34
Legal expenses 4
Contractor’s Fee 19
Contingency 37
Components of direct cost Components of indirect cost
Direct cost $37.43 M
Indirect cost $15.08 M
Fixed Capital Investment $52.50 M
Working Capital Investment $9.27 M
Total Capital Investment $61.77 M
Economic Analysis
54
Raw Material Cost and Annual Sales
Annual sales
Raw material Yearly amount Unit price Cost (US $)
Plastic waste 6660 ton $ 144/ton 959040.00
Nutrient broth 1372188.343 L $ 2.38/L 3264436.07
Ethyl acetate 1649.33 L $ 8.42/L 13887.39
Total raw material cost 4237363.45
4.24 M
Raw material cost
Product Yearly
production
Unit price Cost (US $)
Ethanol 4795999.2 L $6.00/L 28775995.20
Acetic acid 3203992.8 L $5.88/L 18839477.66
Tar 126.56331 ton $585.00/ton 74039.54
Total 47689512.40
47.69M
55
Net cash flow and Cash Flow Diagram
Annual sales = $47.69M
Total production cost, (TPC) = $35.91M
Depreciation cost (10% FCI) = $5.25M
Profit before taxes = $(47.69-35.91-5.25) M = $6.53M
Annual tax rate = 35%
Income tax = $(0.35×6.53) M = $2.28M
Profit after tax= $(6.53-2.28) M = $4.24M
Net cash flow = Profit after tax + Depreciation =
$(4.24+5.25) M = $9.49 M
Here, MARR=10%
Plant life= 20 years
Salvage value = 10% of Total capital investment =$6.18 M
56
Feasibility Analysis
PW (10%) = $19.98 M >0
IRR = 14.44%
ERR = 11.55%
-60000000
-40000000
-20000000
0
20000000
40000000
60000000
80000000
100000000
120000000
140000000
0 10 20 30 40 50
PW
i, %
PW vs Interest rate
Graph for IRR determination
57
Payback Period
End of year (k)
Net cash flow
(M USD)
Cumulative PW at
i=0%/yr through
year k
(M USD)
PW of cash flow at
i= 10%/yr
(M USD)
Cumulative PW at
i=10%/yr through
year k
(M USD)
0 -61.77 -61.77 -61.77 -61.77
1 9.49 -52.28 8.63 -53.14
2 9.49 -42.78 7.85 -45.29
3 9.49 -33.29 7.13 -38.16
4 9.49 -23.79 6.48 -31.68
5 9.49 -14.30 5.89 -25.78
6 9.49 -4.81 5.36 -20.42
7 9.49 4.69 4.87 -15.55
8 9.49 14.18 4.43 -11.12
9 9.49 23.68 4.03 -7.09
10 9.49 33.17 3.66 -3.43
11 9.49 42.66 3.33 -0.11
12 9.49 52.16 3.03 2.92
Simple payback period 7 yrs
Discounted payback
period 12 yrs
THANK YOU!

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Design-ppt_SAmodified.pptx

  • 1. CHE 408: Process Design Sessional Presented by Afia Subhani (1602001) Anika Bushra (1602006) K. M. Nazmus Sakib (1602026) Ishmamul Hoque Sadab (1602031) Design of a 20 Ton/Day Combined Thermochemical and Biological Plastic Waste Processing Plant for The Production of Acetic Acid and Bio-ethanol Supervised by Dr. Shoeb Ahmed Professor Department of Chemical Engineering BUET Presentation on Department of Chemical Engineering BUET
  • 2. 1. Project Definition 2 ▰ A plant is to be set up at Zinjira, Keraniganj in Bangladesh having a capacity to process 20 ton/day of segregated plastic waste to produce 9600 L/day acetic acid and 14400 L/day ethanol corresponding to a yearly production of 3.2×106 L of acetic acid and 4.8×106 L of ethanol on processing 6600-ton plastic waste, including all offsites, auxiliaries, utilities, and supporting facilities. ▰ The process involves converting plastic wastes into syngas through gasification followed by fermentation of syngas to produce acetic acid and ethanol with the help of bacteria Clostridium ljungdahlii.
  • 3. Raw Materials ▰ Clostridium ljungdahlii culture ▰ Air ▰ Segregated Plastic Waste ▰ Bacterial growth nutrient medium 3 Products ▰ 99 % Acetic Acid (V/V) ▰ 90 % Ethanol (V/V) ▰ Tar Component Quantity per L of medium 2 gm FeCl2.4H2O 10 mL 85% H3P04 0.05 mL MPFN Trace Metals 20 mL (NH4)2HPO4 0.6 g NH4Cl 2 g NaCl 0.2 g KCl 0.15 g MgCl2.6H2O 0.5 g CaCl2.2 H2O 0.2 g Cysteine HCl.H2O 0.25 g Vitamin solution 0.7-0.8 /0.1-0.2* mL Table 1:Table for the composition of nutrient
  • 6. Geographical Data Site Characteristics  Nearest River: Buriganga  Maximum water level: 1.54-2.1 meters  Average Depth of wells: 10-15 meters  Water level record during flood: 4m above plant ground level Soil Characteristics  The project area is dominated by organic clay and peats.  The cluster lies on the Madhupur Clay with its average thickness of about 10 meters consists of over-consolidated clayey slit and is underlain by the Pleistocene Dupi Tila formation.  Arsenic content is below WHO limit. 6
  • 7. Seismic Condition ▰ Maximum earthquake – 7 on Richter scale ▰ Seismic Zone – 3 seismic zones in Bangladesh & the site is in Zone II ▰ Seismic Coefficient – 0.15 g 7 Al-Hussaini, T., Hossain, T., & Al-Noman, M. (2012). Proposed Changes to the Geotechnical Earthquake Engineering Provisions of the Bangladesh National Building Code. Geotechnical Engineering Journal Of The SEAGS & AGSSEA, 43(2).
  • 8. Meteorological Data ▰ Climate conditions • Rainy season - Hot and humid (having about 90 percent of the annual rainfall). • Winter - Cool and dry. • Summer - Hot and dry (interrupted by occasional heavy rainfall). ▰ Temperature Maximum 36°C Minimum 12.7°C ▰ Rainfall Average yearly 1329 mm 8 ▰ Humidity Average annual relative humidity 59.8% Highest 79% (Summer) Lowest 45% (Winter) ▰ Wind • Wind direction: Summer: South to North Winter: North to South • Design wind velocity: 60-65 m/s
  • 9. Utilities 9  Process Steam Temperature and Pressure: 527 0C, 1 atm Source: Groundwater, river water (after treatment)  Cooling water Temperature and Pressure: 25 0C, 1 atm Source: Ground water, river water (after treatment) Plant air Temperature and Pressure:25 0C, 7.5 atm Source: Atmospheric air  Instrument air Pressure: 3−20 psig Source: Atmospheric air  Inert gas (N2) Temperature and Pressure: 25 0C, 8 atm Source: Atmospheric air  Electric power Source: National Grid
  • 11. 11  Processing a broad range of syngas component ratios  No need for an external gas shift operation  High tolerance to contaminants  Higher selectivity of biological catalysts leading to higher yields  Inexpensive biological catalyst, low cost growth media  Simplified downstream processing, less undesired by-products  Greater fuel yield and energy efficiency  Lower carbon dioxide emissions  Higher rate of carbon conversion to fuel
  • 13. 13
  • 14. List & sizing of Equipment 14 5
  • 15. 15 Name of Equipment Identification No. No. of Items Size Water Storage Tank T-100 1 Volume: 79 m3 Shredder S-100 1 Capacity: 0.23 kg/s Elevator E-100 1 Length: 2.31m Diameter: 0.23 m Power of drive: 0.045 KW Washer W-100 1 Volume: 3.168 m3 Screw Conveyor SC-100 1 Length: 10.5 m Diameter: 0.23 m Power of drive: 0.21 KW Rotary Dryer DR-100 1 Peripheral surface area= 3.02 m2 Heat Exchanger HE-100 1 Surface area: 1.82 m2 Heat duty: 33.3 KW Gasifier G-100 1 Volume: 64.05 m3 Cyclone Separator C-100 1 Body diameter: 1.052 m Ceramic (Candle) Filter CF-100 1 tube filter area: 1.48 m2 No. of cells: 6 Tubes per cell: 78 Pressure Swing Adsorber (PSA) PA-100 1 Diameter: 1.1 m Height: 3.23 m Air Compressor CM-100 1 Power: 172 KW Economizer EC-100 1 Surface area: 0.92 m2 Heat duty: 42.84 KW Superheater SH-100 1 Surface area: 29.94 m2 Heat duty: 615.76 KW Table 5a: List of equipment and sizing
  • 16. 16 Name of Equipment Identification Code No. of Items Size Syngas Cooler CO-103 1 Surface area: 53.73 m2 Heat duty: 270.26 KW Syngas Storage Tank ST-100 1 Volume: 1171 m3 Primary Bioreactor M-100 1 Volume: 0.25 m3 Syngas Compressor CM-101 1 Power: 843.6 KW Secondary Bioreactor M-101 to M-110 10 Volume of each: 64.29 m3 Liquid Storage Tank ST-101 1 Diameter: 2.68 m Height: 5.36 m Cell Separator CS-100 to CS-109 10 Diameter of each: 1.7 m Length of each: 1.55 m Pumps P-100 9 Power: 837.2 W P-101 Power: 394.5 W P-102 Power: 191.3 W P-103 Power: 794.1 W P-104 Power: 211.9 W P-105 Power: 536.6 W P-106 Power: 635.0 W P-107 Power: 3530.6 W P-108 Power: 865.5 W Table 5b: List of equipment and sizing
  • 17. 17 Name of Equipment Identification Code No. of Items Size Distillation Column D-100 2 Height: 14.7 m Diameter: 0.9 m D-101 Height: 6.6 m Diameter: 1.5 m Reboiler H-100 2 Surface area: 4.46 m2 Heat duty: 304.17 KW H-101 Surface area: 16.83 m2 Heat duty: 1144.44 KW Condenser CO-100 2 Surface area: 10.55 m2 Heat duty: 239.72 KW CO-101 Surface area: 31.14 m2 Heat duty: 1041.67 KW Ethyl Acetate Storage Tank T-101 1 Volume: 0.94 m3 Acetic Acid Storage Tank ST-102 1 Volume: 33 m3 Ethanol Storage Tank ST-103 1 Volume: 49 m3 Table 5c: List of equipment and sizing
  • 19. Individual Equipment Shell & Tube Heat Exchanger (HE-100) 19
  • 20. 20 Thermal Design of Heat Exchanger Heat Balance: Q = 113628 Btu/hr LMTD=922.37 oF FT = 0.99 Corrected LMTD, ΔT = 913.15 oF Tube side: (Assume) Tube OD, do= 0.75 inch BWG= 18 Tube ID, di = 0.652 inch Length of tube, L= 5 ft No. of tubes, Nt = 20 Square pitch, PT =1 inch Heat transfer coefficient, hio=91.97 Btu/hr. ft2 oF Shell side: (Assume) Shell ID, Di = 30 inch ⸫ Baffle space, B= Di×0.2 = 6 inch Clearance, C =0.25 inch Heat transfer coefficient, ho = 15.79 Btu/hr. ft2 oF Clean overall coefficient, Uc= 13.47 Btu/hr. ft2 oF Dirty overall coefficient, UD= 6.34 Btu/hr. ft2 oF Dirt factor, Rd(calculated) = Uc−UD UcUD = 0.08354 Rd(required) =0.00938 Pressure drop calculation: Tube side, ΔPT = 0.05 <10 psi Shell side, ΔPs= 0.00029 psi <10 psi
  • 21. 21 Mechanical Design of Heat exchanger Code: ASME code section VIII division 1 Materials: Stainless Steel (Grade 304) Corrosion allowance, C = 3mm =0.11811 inch For SS-304, maximum allowable pressure, F = 9781 psi Tube thickness: 0.12 inch= 3.02mm Shell thickness: 0.35 inch= 8.89mm Nozzle Diameter: 7.981 inch Thickness: 0.17inch=4.33mm Head Type: Torispherical Thickness: 0.46inch= 11.80mm Height= 7.44inch Baffle Shape: Segmental Cut: 25% No. of baffles: 9 Insulation Material: Mineral wool Critical thickness: 30.33mm ⸫Thickness= 32mm Support Type: Saddle A B C D E F G H 27.2inch 23.0inch 3.9inch 5.1inch 9.5inch 11.7inch 5.9inch 3.9inch
  • 22. 22 Figure: Cross-sectional view of 1-2 shell and tube heat exchanger (U- bend Type) Mechanical Drawing
  • 23. 23 Figure: Cross-sectional view of tube bundle arrangement
  • 24. 24 Figure: P & ID of shell and tube heat exchanger Piping & Instrumentation Diagram
  • 26. Design Parameters for Atmospheric Distillation Column 26 Temperature 100˚C Pressure 101.3 kPa Material of construction Carbon steel Column height 14.7 m Column diameter 0.9 m Column thickness 5 mm Tray type Sieve tray No. of trays 23 Feed stage 12th stage
  • 27. 27 Tray spacing 0.61 m Tray thickness 2.86 mm Hole diameter 4.76 mm Pitch type Equilateral triangular Pitch length 15 mm Weir length 0.4 m Weir height 25.4 mm Downcomer area 0.026 m2 Downcomer width 49 mm Insulation material Fiber glass Insulation thickness 100 mm
  • 28. 28 Insulation area 51.23 m2 Column weight 2791.7 kg Head type ASME Tori-spherical Inside depth of dish 0.378 m Head thickness 5 mm Support type Skirt support Skirt height 1.84 m Skirt thickness 3 mm Reboiler duty 304.2 kW Reboiler area 4.46 m2 Condenser duty 239.7 kW Condenser area 7.16 m2
  • 29. 29 Purpose No. of Nozzles Location Feed inlet 1 12th stage Top vapor outlet 1 1st stage Reflux nozzle 1 1st stage Boil-up nozzle 1 23rd stage Bottom liquid outlet 1 23rd stage Level controller 1 23rd stage Gauge glass 1 23rd stage Temperature indicator 15 Several stages Manhole 5 4,8,12,16 and 20th stages Liquid sampling point 3 5,15,20th stages Pressure gauge 2 1 and 23rd stages
  • 31. 31 Figure: Mechanical drawing of top view of sieve tray
  • 33. Individual Equipment Fixed Bed Gasifier (G-100) 33
  • 34. 34 Design Parameters Highest bed temperature 0C 800 0C Operating pressure 1 bar Gasifier type Fixed bed, updraft Solid residence time 1 hr Inner diameter of the gasifier vessel 2.75 m Height of gasifier vessel 8.81 m Total height including bunker, throat and ash throat 11.59 m
  • 35. 35 Mechanical Design • Code: ASME Section VII, Division 01 • Dimensions of Vessel Height: 11.59 m Diameter = 2.75 m Dead weight= 13031 kg • Shell Materials: SS 309 Wall thickness: 9.71 mm • Head Type: ASME Semi-Ellipsoidal Head Materials: SS 309 Wall thickness: 4.5 mm • Pressure Design pressure = 2.026 atm Working pressure = 1 bar • Insulation Material: Mineral wool blocks Thickness: 1.69 mm Weight: 27 kg • Jacket Jacket thickness: 54 mm Wall thickness: 5.18 m Jacket nozzle diameter: 81 mm • Gas inlet Nozzle Diameter: 0.30 m Thickness: 0.63 mm • Gas outlet Nozzle Diameter: 0.43 m Thickness: 0.9 mm
  • 36. 36 Mechanical Design • Support Type: Skirt Material: ASME SA 387 GRADE 22 Thickness: 19.3 mm • Rotating Grate Diameter: 2.20 m No. of openings: 810 Diameter of dome: 0.73 m Height of dome: 0.24 m Rotating speed: 20 rpm
  • 38. 38 Mechanical Drawing Front sectional view of the rotating grate Top view of rotating grate
  • 41. 41 • Code: ASME Section VII, Division 01 • Process: Fed-Batch; Gas Residence Time: 150 s; Liquid Retention Time: 20 hrs. • Shell Materials: SS304 steel Thickness: 18 mm (corrosion allowance in accordance to ASME UG-16) • Head Type: ASME Semi-Ellipsoidal Head Materials: SS304 steel Thickness: 15 mm (corrosion allowance in accordance to ASME UG-16) • Dimensions of Vessel Height: 8.72 m Diameter = 2.91 m Weight= 2093.04 kg • Sparger Type: Sintered Metal Sparger by Mott Corp. Model: Type A Hex Nipple Sparger of Media Grade-40(2240-A16-10-A00-XX-AB) Diameter=2.5’’ Length=40’’=1.1016 m Number of sparger = 1 Mechanical Design
  • 42. 42 Mechanical Design • Column Support Type: Skirt Material: Structural Steel Length:100cm Diameter: 2.943 mm Thickness 1.5 mm • Agitator Type: Impeller Power: 8.69 hp Bracket support for drive system = 1.744 m • Shaft Material: SS304 steel Shaft diameter: 12 cm Coupling diameter: 24 cm • Pressure Design pressure = 8.5 atm Working pressure = 6 atm • Insulation Material: Polyurethane Foam Thickness: 13 cm Weight: 29.0374 • Jacket Length: 7.412 m Internal diameter: 3.197 m • Base plate Type: annular, ID = 285 cm, OD = 315 cm, Thickness = 2 cm Number of bolts = 12
  • 43. Agitator type: Rushton disk turbine, Impeller type: Flat blade, No of agitator = 3, No. of blades = 6, No. of baffles = 4, Blade thickness = 5 mm, Angle of blade = 45º Impeller diameter = 96.89 cm Blade length = 24.22 cm, width = 19.378 cm Turbine revolutions = 60 rpm Distance between two impellers = 121.11 cm Support to mount drive: L shaped bracket support Length of bracket support = 174.604 cm Mechanical Design
  • 46. Plot Plan and Equipment Layout 46 7
  • 47. 47
  • 50. Economic Analysis 50 Steps Followed  Purchased equipment cost estimation incorporating cost indices  Estimation of total capital investment  Estimation of total production cost  Profitability analysis  Feasibility analysis
  • 51. Economic Analysis 51 Equipment Name Identification No. Quantity Cost (US $) Water Storage Tank WT-100 1 20000 Shredder S-100 1 8000 Elevator E-100 1 5500 washer W-100 1 7000 Screw Conveyor SC-100 1 11500 Rotary dryer DR-100 1 40000 Heat Exchanger HE-100 1 3000 Gasifier G-100 1 209437.46 Cyclone separator C-100 1 9094 candle filter CF-100 1 126000 Pressure swing adsorption PA-100 1 8400 Air compressor CM-100 1 101365 Economizer EC-100 1 2100 Superheater SH-100 1 10000 Purchased Equipment Cost
  • 52. Economic Analysis 52 Purchased Equipment Cost (cont’d) Equipment Name ID No. Quantity Cost (US $) Syngas cooler CO-103 1 8200 Syngas storage tank ST-100 1 400000 Syngas compressor CM-101 1 295952 Primary Bioreactor M-100 1 3500 Secondary Bioreactor M-101 to M-110 10 1000000 Liquid storage tank ST-101 1 54000 Cell separator CS-100 to 109 10 2900000 Pump P-100 to P-108 9 10447 Distillation Column D-100 to D-101 2 126126 Reboiler H-100 to H-101 2 7370 Condenser CO-100 to CO-101 2 13571 Ethyl acetate tank T-101 1 6200 Acetic acid storage tank ST-102 1 40000 Ethanol storage tank ST-103 1 50000 CEPCI in 2002 and 2022 is 395.6 and 785.9 respectively Total purchased equipment cost (TPEC) at 2022 = $10.88M Delivered equipment cost = $11.97 M ( delivery/shipment cost is 10% of TPEC)
  • 53. Economic Analysis 53 Cost items Percentage of delivered equipment cost Purchased equipment delivered 100 Purchased equipment installation 39 Instrumentation and Control(installed) 26 Piping (installed) 31 Electrical system (installed) 10 Building, auxiliaries (including Services) 29 Yard Improvements 12 Service Facilities (installed) 55 Land - Estimation of Capital Investment Cost items Percentage of delivered equipment cost Engineering and supervision 32 Construction Expenses 34 Legal expenses 4 Contractor’s Fee 19 Contingency 37 Components of direct cost Components of indirect cost Direct cost $37.43 M Indirect cost $15.08 M Fixed Capital Investment $52.50 M Working Capital Investment $9.27 M Total Capital Investment $61.77 M
  • 54. Economic Analysis 54 Raw Material Cost and Annual Sales Annual sales Raw material Yearly amount Unit price Cost (US $) Plastic waste 6660 ton $ 144/ton 959040.00 Nutrient broth 1372188.343 L $ 2.38/L 3264436.07 Ethyl acetate 1649.33 L $ 8.42/L 13887.39 Total raw material cost 4237363.45 4.24 M Raw material cost Product Yearly production Unit price Cost (US $) Ethanol 4795999.2 L $6.00/L 28775995.20 Acetic acid 3203992.8 L $5.88/L 18839477.66 Tar 126.56331 ton $585.00/ton 74039.54 Total 47689512.40 47.69M
  • 55. 55 Net cash flow and Cash Flow Diagram Annual sales = $47.69M Total production cost, (TPC) = $35.91M Depreciation cost (10% FCI) = $5.25M Profit before taxes = $(47.69-35.91-5.25) M = $6.53M Annual tax rate = 35% Income tax = $(0.35×6.53) M = $2.28M Profit after tax= $(6.53-2.28) M = $4.24M Net cash flow = Profit after tax + Depreciation = $(4.24+5.25) M = $9.49 M Here, MARR=10% Plant life= 20 years Salvage value = 10% of Total capital investment =$6.18 M
  • 56. 56 Feasibility Analysis PW (10%) = $19.98 M >0 IRR = 14.44% ERR = 11.55% -60000000 -40000000 -20000000 0 20000000 40000000 60000000 80000000 100000000 120000000 140000000 0 10 20 30 40 50 PW i, % PW vs Interest rate Graph for IRR determination
  • 57. 57 Payback Period End of year (k) Net cash flow (M USD) Cumulative PW at i=0%/yr through year k (M USD) PW of cash flow at i= 10%/yr (M USD) Cumulative PW at i=10%/yr through year k (M USD) 0 -61.77 -61.77 -61.77 -61.77 1 9.49 -52.28 8.63 -53.14 2 9.49 -42.78 7.85 -45.29 3 9.49 -33.29 7.13 -38.16 4 9.49 -23.79 6.48 -31.68 5 9.49 -14.30 5.89 -25.78 6 9.49 -4.81 5.36 -20.42 7 9.49 4.69 4.87 -15.55 8 9.49 14.18 4.43 -11.12 9 9.49 23.68 4.03 -7.09 10 9.49 33.17 3.66 -3.43 11 9.49 42.66 3.33 -0.11 12 9.49 52.16 3.03 2.92 Simple payback period 7 yrs Discounted payback period 12 yrs