Task 3 By: Erdenesuvd Bat-Erdene Overall Process of 5 tons/year Astaxanthin production plant M1.2 AIR M1.3 M1.1 CO2 Medium M3.2 AIR M2.2 AIR M2.3 M2.1 CO2 Medium M2.4 Waste Gas M1.4 Waste Gas E-1 25,000L PBR M2 Cell Culture M1 INOCULUM M4.2 M4.1 CO2 Medium M3.4 M4.3 Waste Gas Waste Gas E-3 E-2 6000L PBR M3.3 Medium M3.1 CO2 3d PBR M3 Cell Culture M2.5 Supernatant E-2 E-5 E-4 Pond M4 Cell Culture M3.5 Supernatant E-3 M5 Cell Slurry M4.4 Supernatant E-4 Sedimentation Tank M5.1 Supernatant M10.2 Astaxanthin M7.1 Evaporated Waste Water M7.2 Waste Air E-6 Centrifuge M6 Sedimented Slurry E-8 E-7 Spray Dryer M7 Algae Paste M9 M8 Dried Algae Pulveriser E-9 Extraction M10 E-10 Purification M7.3 Hot Air M6.1 Supernatant M7.4 Biomass Waste M8.1 Biomass Waste M9.1 Biomass Waste M10.1 Biomass Waste Mass Balance of Dry Biomass • • Biomass concentrations in Inflow and Outflow Basis: Based on residence time 5 days and daily 6 hours of solar illumination in Kunming, China (Ref 1). Start Cell biomass End cell biomass 6 x 10^7cells/L 5 x 10^8 cells/L • Method: biomass dry weight 0.0004 kg/L in the final pond culture • In the ponds the cell culture is harvested but not grown. So the cell concentration in the pond will be 6x10^7cells/L Per cell biomass: = 0.0004/(6x10^7) = 6.67x10^-12 kg/cell, confirms with the 1x10^-12kg/cell from Ref 2. • • • Biomass IN (kg/day) = Start cell biomass (cells/L) x per cell biomass (kg/cell) x Volumetric flowrate (L/day) Biomass OUT (kg/day) = End cell biomass x per cell biomass x Volumetric Flow rate Mass Balance • Nutrient medium: 10 mM KNO3, 2 mM Na2HPO4, 0.5 mM CaCl2, 0.5 mM MgSO4, 2 mM NaHCO3 (Ref 1) • Air: Aeration rate 0.05 vvm (Ref 1) • Mass concentrations of components in Air: 23.2% O2, 75.5% N2, 1.3% Ar. Assuming Oxygen is used fully, N2 and Ar are inert. Oxygen concentration 150% saturation is desired. (Ref 2). • CO2 in: 15vol% going into 6000L and 25,000L PBRs (Ref 1) • CO2 out: 75mass% going out from PBRs (Ref 3). M1.2 AIR Oxygen Nitrogen Argon 73.63 kg 239.61 kg 4.13 kg MASS BALANCES kg/day KNO3 3.49 kg Na2HPO4 0.98 kg CaCl2 0.19 kg MgSO4 0.21 kg NaHCO3 0.58 kg Water 2960.90 kg CO2 Nitrogen Argon M1.3 Medium M1.1 CO2 3.89 kg 239.61 kg 4.13 kg M1.4 Waste Gas CO2 5.18 kg E-1 6000L PBR M1 INOCULUM 1.38 kg 0.42 kg 0.12 kg 0.023 kg 0.025 kg 0.070 kg 412.68 kg Total mass going In = 3703.62 kg/day Total mass going Out = 3703.62 kg/day Residence time 5 days Dry Biomass Water 11.53 kg 3444.47 kg Biomass Growth 600000000 500000000 Biomass cells/ L Dry Biomass KNO3 Na2HPO4 CaCl2 MgSO4 NaHCO3 Water M2 Cell Culture y = 9E+07x + 6E+07 400000000 300000000 200000000 100000000 0 0 1 2 3 4 Days 5 6 7 MASS BALANCES kg/day M2.2 AIR Oxygen Nitrogen Argon 153.39 kg 499.18 kg 8.60 kg KNO3 Na2HPO4 CaCl2 MgSO4 NaHCO3 Water 29.12 kg 8.18 kg 1.60 kg 1.73 kg 4.84 kg 25134.34 kg M2.3 Medium M2.1 CO2 CO2 CO2 Nitrogen Argon 32.40 kg 499.18 kg 8.60 kg M2.4 Waste Gas 43.2 kg E-2 25,000L PBR M2 Cell Culture Dry Biomass 11.53 kg Water 3444.47 kg M3 Cell Culture Dry Biomass Water Total mass going In = 29340.18 kg/day Total mass going Out = 29340.18 kg/day Residence time: 5 days 96.05 kg 28703.95 kg ENERGY BALANCES Energy Balance for 6000L PBRs (Assume Turbulence power and solar radiation negligible at this stage) Cooling Duty = Energy In – Out + Turbulence Power + Solar Radiation m (Kg/Day) Cp (KJ/Kg/C) Inlet Temperature Outlet Temperature ∆T Q (KJ/day) Q(KW) Air Supply Medium and CO2 Supply Cell culture (O2,N2,Ar) Water 317.37 5.18 414.72 2966.35 1.005 0.8439 4.184 4.184 25C 25C 20C 25C 20C 20C 20C 20C 5 5 0 5 1594.78 21.86 0 62056.04 0.0185 0.000025 0 0.718 Total 0.737 kW ENERGY BALANCES • Energy Balance for 25,000L PBRs: • Cooling Duty = Energy In – Out + Turbulence Power + Solar Radiation m (Kg/Day) Cp (KJ/Kg/C) Inlet Temperature Outlet Temperature ∆T Q (KJ/day) Q(KW) Air Supply Medium and CO2 Supply Cell culture (O2,N2,Ar) Water 661.17 43.2 3456 25179.87 1.005 0.8439 4.184 4.184 25C 25C 20C 25C 20C 20C 20C 20C 5 5 0 5 3322.38 182.28 0 526762.88 0.0385 0.00211 0 6.0968 Total 6.137 kW Summary of Operational Parameters Photo bioreactor process control parameters Bioreactor culture temperature Bioreactor aeration rate pH Starting cell concentration of PBRs Final cell concentration for PBRs Photo bioreactor process performance parameters Power consumption for cooling a 6000L PBR Power consumption for cooling a 25000L PBR Power consumption for turbulence a 6000L PBR Power consumption for turbulence a 25000L PBR Aeration power input for the 6000L bioreactors Aeration power input for the 25000L bioreactors Days for 6000L bioreactor cell culture to be ready Days for 25000L bioreactor cell culture to be ready Values Below 25 C 0.05v/v/m 6.5-7 6 x 10^7 cells/l 5 x 10^8 cells/l Estimated values 60 kWh 160 kWh 15 kW 67.5 kW 0.6 kWh 2.5 kWh 5 days 5 days Ranges 10-25 C 5-8 x 10^7 cells/l 5-7 x 10^8 cells/l Ranges 0-120 kWh 0-320 kWh 4-6 days 4-6 days Equipment Volumes 6000L PBRs 5days = V / (3703.62 kg/day) V = 18518.1 kg 3 x 6000L PBRs needed Mechanical Design for: 25,000L PBRs 5days = V / (29340.18 kg/day) V = 146700.9 kg/ (1000kg/m3) = 146.70 m3 6 x 25,000L PBR needed Choice of photobioreactor Mechanical design of 25,000L PBR • If one desires to provide large quantities of cheap/free light to the cultures, the cultures need to be taken outside. • To be free from contamination they should be enclosed. • Each 25,000L PBR module has 100m2 land surface area exposed to the sun • Disadvantage: Large area needed (6x25000LPBRs need area of 780m2) Mechanical design of 25,000L PBR • 4 parallel plastic tubes each 0.41 m diameter 34.5 m length laid on an impermeable surface (Ref 2). • Turbulence: air lift pump, Re ~ 4000 • Air lift pump Duty: 2–3.4 kW m-3 • Cooler: To control temperature 15 to 25C. PBR is automatically flooded with cold sea water from Kunming sea 600m under ocean surface. • Cooler duty: 160 kWh 2D Model of 25,000L PBR D= 0.41m L= 34.5m W = 3.89 m X6 In real life… 3D Model of 25,000L PBR Specifications of Ancillary Items for 25,000L PBR • • • • • • • • • • • • • • Pumps Air lift pump for cell culture going into PBRs Centrifugal pump for outlet to the next PBR Cascade Pumping System for cool water pump from deep ocean under 600m deep to the cooling pool. Air Compressor Duty: 1.25kW x 6 Filters Air and CO2 filters: 0.2micrometre membrane filter Medium filters:2micrometre membrane filter Pipes and tubes: 0.41 m diameter 34.5 m length PVC Plastic Pipes, narrow PVC tubes used for sparging CO2 and Air to PBRs Line sizes for in and outflow of cell culture and medium: Nominal Size 2.5, OD 73 mm, Sch 40 Valves: Diaphragm valve for air, CO2 and water (fail-closed) – Gate valve for cell culture Tanks CO2 Tank: Compressed tank stainless steel Medium Tank: Stainless steel Tank Control System Specification • An outline of the intended control system: • Computer controlled parameters: • Nutrient concentration, Dilution rate, Temperature, pH, Turbulence, Growth rate • Cell count system: Model Z1 Coulter Counter Ref 2. P&ID P&ID Start Up procedure of 25,000L PBR 1. 2. 3. 4. Make sure all valves closed V-9, V-8, V-13, and V-10 Medium Supply valve is opened, V-10 The plastic tubes were filled with medium Medium discharge V-11, V-12 is opened and medium pump E-4 started 5. Medium drained to Supernatant storage 6. Close V-10 Medium supply 7. Close Drain valve V-12 8. Deep sea water V17 and V-18 opened and Pump E-6 was started 9. Switch isolators: cell culture V-6, V-8 and E-3, CO2 supply V-1 and V-9, medium supply V-10, Air supply V-4, V-16 valves were opened 10. Conditions of supplies are fully computer controlled 11. After the tube volume is filled, all incoming valves V-8, V-9, V-10, V-13 etc. are closed 12. After 5 days V-13, V-14 opened and pump E-5 started to transfer to the next PBRs Shutdown Procedure 1. All incoming valves and pumps to PBR is closed. 2. H2O cooler and all isolators switched off 3. Close V-13, pump E-5, V-14 valve 4. Open drainage valve fully V-12 5. PBR system was emptied of medium to supernatant waste storage References • Ref 1: Jian Li, Daling Zhu (2011) An Economic assessment of astaxanthin production by large scale cultivation of HP • Ref 2: Miguel Olaizola (2000) Commercial production of astaxanthin from HP using 25,000L outdoor PBR • Ref 3: Shu KI Tsang (2004) Optimal Harvesting strategy for HP using stella based model • Ref 4: http://www.tatupjournal.de/downloads/2012/tatup121_noua12a.pdf • Ref 5: PBRs design and performance with respect to light and energy input Otto, Pulz (1998) Thank you for you attention • Any questions?