1 / 32

Mass Balances, Loading Rates, and Fish Growth

Mass Balances, Loading Rates, and Fish Growth. Michael B. Timmons Ph.D. J.Thomas Clark Professor of Entrepreneurship & Personal Enterprise Cornell University. General Word Equation. Transport in of "x" + production of "x" = transport out of "x" . Control Volume Approach.

eavan
Télécharger la présentation

Mass Balances, Loading Rates, and Fish Growth

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Mass Balances, Loading Rates, and Fish Growth Michael B. Timmons Ph.D. J.Thomas Clark Professor of Entrepreneurship & Personal Enterprise Cornell University

  2. General Word Equation Transport in of "x" + production of "x" = transport out of "x"

  3. Control Volume Approach Control volume (look what crosses boundary) Qo Qo Co C1 Treatment Device C1 P Q1 C1 Q1 C2

  4. In equation form… C0, C1 and C2: Concentrations of parameter X crossing the control volume, mg/L Q0: Flow rate passing through culture tank (discharge), m3/day (as kg/day) Q1: Water that is recirculated, kg/day P: Production rate or consumption (negative) Q1 C2 + Q0 C0 + P = Q0 C1 + C1 Q1

  5. Unit Balance (flow, Q) x (concentration, C)

  6. Qin Mass Transport=Q x C CO2 Qout

  7. Example: Available Oxygen • Qin x Cin = 100 gal/min x 9.89 mg/L • (make the units consistent) • = 5,390,445 mg/day x kg/106mg • = 5.39 kg/day of oxygen

  8. Selecting Tank Values You must choose what you want the tank water quality values to be set at !

  9. Water Quality Design Guide Parameter Tilapia Trout Temperature, F 75 to 85 50 to 65 Oxygen, mg/L 4 to 6 6 to 8 Oxygen, mm Hg 90 90 CO2, mg/L 40 to 50 20 to 30 TSS, mg/L <80 <10 TAN, mg/L <3 <1 NH3-N, mg/L <0.6 <0.02 Nitrite-N. mg/L <1 <0.1 Chloride, mg/L >200 >200

  10. Calculate Available Oxygen for Growth IN - OUT = AVAILABLE QInCIn - QoutCtank = AVAILABLE QInCIn - QoutCtank = 100 gal/min * (9.89 -5.00)mg/L (after unit balance) = 2.67 kg/day O2

  11. Balancing against the “P” term Q Cin + P = Q Cout Q (Cin – Cout) = - P Q (Cout – Cin) = + P

  12. The Magical Treatment Device for Anything! Treatment Device with Efficiency T Qout Qin Cin Cout

  13. Concentration Leaving the device T is the treatment efficiency Cbest is the absolute best result obtainable by a treatment system

  14. Production Terms Poxygen (negative) - 0.25 kg consumed by fish - 0.12 kg by nitrifiers - 0.13 heterotrophs Total: = -0.50 kg per kg feed for system PCO2 = 1.375 grams produced for each gram O2 consumed (both fish and bacteria) PTAN = F  PC  .092 PSolids, TSS = 0.25  kg feed fed (dry matter basis)

  15. Loading Rates L = 0.06 * Dfish / R Loading capacity depends primarily on water quality, fish size and species Loxygen = [144 * ΔO2] / [ 250 * F%] Allowable loading (kg of fish per Lpm of flow) due to oxygen constraints

  16. Allowable Loading vs Feeding rate % BW

  17. Cumulative Oxygen Consumption (COC) Limit the allowable carrying capacity due to degradation in accumulated ammonia or carbon dioxide or suspended solids • 10 mg/L of oxygen consumed will produce: • 1.4 mg/L of ammonia, • 14 mg/L of carbon dioxide • 10 to 20 mg/L of suspended solids

  18. How do you lose fish? Lack of Oxygen Loss of water flow "Rule of Thumb" Loss of Water = Loss of Fish Loss of Flow = Loss of Fish

  19. How do you lose fish? The apparent toxicity of ammonia is extremely variable and depends on more than the mean or maximum concentration of ammonia Ammonia "Rule of Thumb" Cool water: 1 mg/L TAN Warm Water: 2-3 mg/L TAN

  20. Ammonia production PTAN = F x PC x .092 / (t= 1 day) 0.092 = .16 x .80 x .80 x .90 16% (protein is 16% nitrogen) 80% nitrogen is assimilated 80% assimilated nitrogen is excreted 90% of nitrogen excreted as TAN + 10% an urea all TAN is excreted during time period “t” non assimilated nitrogen in feces is removed quickly (no additional mineralization of nitrogenous compounds) "Rule of Thumb" TAN production is about 3% of the feeding rate.

  21. How do you lose fish? Carbon Dioxide, CO2 = 1.375 * O2 consumed "Rule of Thumb" 1.375 grams of CO2 for each gram of O2 consumed.

  22. How do you lose fish? TSS = 0.25  kg feed fed (dry matter basis) Suspended Solids "Rule of Thumb" 1 kg feed produces 8 liters of liquid waste!

  23. How do you lose fish? ? Nitrate "Rule of Thumb" 1 kg TAN produces 1 kg NO3

  24. Fish Growth

  25. Condition Factor and Fish Weight Weight = function( length) CFtrout = 400 CFtilapia = 760 CFperch = 490

  26. Calculate weight gain for 7 inch to an 8 inch tilapia Wt(7”) = 760*(7)3/106 = 0.26 lb Wt(8”) = 760*(8)3/106 = 0.39 lb Feed/month = FG * Wtnew- Wtold =FG*(0.39-0.26) = FG*0.13 lb/fish (FG’s are 0.9 to 2.0)

  27. Calculate Max Daily Feed Rate for 10,000 tilapia at 80ºF & CF = 760 & Wt = 2.00 lb L = (106*2.00/760)1/3 13.81 Growth = (80-65)/15 = 1.00”/month = 0.033”/day Wtday-1 = 760(13.81-0.033)3/760 = 1.99 lb WtChange /fish = 0.014 lb/fish Tank Feed/day = 10,000fish x 0.014 lbgain/fish = FG*140 lb feed/day

  28. Refer to Book Chapter 4 that has a complete design example worked out. Example: Example: Required Flow Rate Design Problem Calculate the required design flow rate for a 100% recirculating flow for a design fish feeding rate of 100 kg feed/day @ 38% protein. Calculate the required flow rate for each water quality parameter and then identify the controlling parameter.

  29. Required Flow Rates Remember, once you calculate the required flows for each water quality control parameter, you OPERATE the tank at the maximum calculated flow rate. Usually oxygen is the controlling flow rate. You can decrease the oxygen water flow rate by enriching the oxygen concentration in the “device”.

  30. Other Considerations: • The biofilter will have some required hydraulic loading factor which may be the controlling flow rate • Try to match flow rates among different devices • don’t forget CO2 control • ammonia control is rarely the controlling factor

  31. CO2 CONTROL OPTIONS • Packed Tower Stripping • Sodium Hydroxide Addition • Water Exchange • In-tank Surface Aeration • Side-stream Surface Aeration • In-tank Diffused Aeration • Side-stream Diffused Aeration

  32. MODEL FACILITY Environment Ventilation CO2 Moisture CO2 Stripper Culture Tanks

More Related