Effluent BOD given Volume of Aeration Tank Solution

STEP 0: Pre-Calculation Summary
Formula Used
Effluent BOD = Influent BOD-((Volume of Tank*MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))/(Maximum Yield Coefficient*Sewage Discharge*Sludge Age))
Qo = Qi-((V*X*(1+Ke*θc))/(Y*Qs*θc))
This formula uses 8 Variables
Variables Used
Effluent BOD - (Measured in Kilogram per Cubic Meter) - Effluent BOD is the amount of dissolved oxygen needed by aerobic biological organisms to break down organic material present in a water sample at a certain temperature over a specific time period.
Influent BOD - (Measured in Kilogram per Cubic Meter) - Influent BOD is the total amount of BOD which is present in the incoming sewage.
Volume of Tank - (Measured in Cubic Meter) - Volume of Tank is defined as the capacity of flocculation and mixing tank.
MLSS - (Measured in Kilogram per Cubic Meter) - MLSS is the sum of volatile suspended solids (organics) and fixed suspended solids (inorganics).
Endogenous Respiration Rate Constant - (Measured in 1 Per Second) - Endogenous Respiration Rate Constant is used for designing a complete-mix activated-sludge system.
Sludge Age - (Measured in Second) - Sludge Age is the average time for which the particle of suspended solids remains in aeration.
Maximum Yield Coefficient - Maximum Yield Coefficient Y represents the maximum mg of cells produced per mg organic matter removed.
Sewage Discharge - (Measured in Cubic Meter per Second) - Sewage discharge is the flow rate of sewage when it is being discharged into the water body.
STEP 1: Convert Input(s) to Base Unit
Influent BOD: 0.48 Milligram per Liter --> 0.00048 Kilogram per Cubic Meter (Check conversion ​here)
Volume of Tank: 9 Cubic Meter --> 9 Cubic Meter No Conversion Required
MLSS: 1200 Milligram per Liter --> 1.2 Kilogram per Cubic Meter (Check conversion ​here)
Endogenous Respiration Rate Constant: 3 1 Per Day --> 3.47222222222222E-05 1 Per Second (Check conversion ​here)
Sludge Age: 5 Day --> 432000 Second (Check conversion ​here)
Maximum Yield Coefficient: 0.5 --> No Conversion Required
Sewage Discharge: 10 Cubic Meter per Second --> 10 Cubic Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Qo = Qi-((V*X*(1+Kec))/(Y*Qsc)) --> 0.00048-((9*1.2*(1+3.47222222222222E-05*432000))/(0.5*10*432000))
Evaluating ... ...
Qo = 0.0004
STEP 3: Convert Result to Output's Unit
0.0004 Kilogram per Cubic Meter -->0.4 Milligram per Liter (Check conversion ​here)
FINAL ANSWER
0.4 Milligram per Liter <-- Effluent BOD
(Calculation completed in 00.020 seconds)

Credits

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Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Size and Volume of the Aeration Tank Calculators

Maximum Yield Coefficient given Volume of Aeration Tank
​ LaTeX ​ Go Maximum Yield Coefficient = Volume of Tank/((Sewage Discharge*(Influent BOD-Effluent BOD)*Sludge Age)/(MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age)))
Sewage Discharge given Volume of Aeration Tank
​ LaTeX ​ Go Sewage Discharge = Volume of Tank/((Maximum Yield Coefficient*(Influent BOD-Effluent BOD)*Sludge Age)/(MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age)))
MLSS given volume of Aeration Tank
​ LaTeX ​ Go MLSS = (Maximum Yield Coefficient*Sewage Discharge*(Influent BOD-Effluent BOD)*Sludge Age)/(Volume of Tank*(1+Endogenous Respiration Rate Constant*Sludge Age))
Volume of Aeration Tank
​ LaTeX ​ Go Volume of Tank = (Maximum Yield Coefficient*Sewage Discharge*(Influent BOD-Effluent BOD)*Sludge Age)/(MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))

Effluent BOD given Volume of Aeration Tank Formula

​LaTeX ​Go
Effluent BOD = Influent BOD-((Volume of Tank*MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))/(Maximum Yield Coefficient*Sewage Discharge*Sludge Age))
Qo = Qi-((V*X*(1+Ke*θc))/(Y*Qs*θc))

What is BOD?

Biochemical oxygen demand is the amount of dissolved oxygen needed by aerobic biological organisms to break down organic material present in a given water sample at certain temperature over a specific time period.

How to Calculate Effluent BOD given Volume of Aeration Tank?

Effluent BOD given Volume of Aeration Tank calculator uses Effluent BOD = Influent BOD-((Volume of Tank*MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))/(Maximum Yield Coefficient*Sewage Discharge*Sludge Age)) to calculate the Effluent BOD, The Effluent BOD given Volume of Aeration Tank formula is defined as the value of effluent BOD when we have prior information of volume of aeration tank. Effluent BOD is denoted by Qo symbol.

How to calculate Effluent BOD given Volume of Aeration Tank using this online calculator? To use this online calculator for Effluent BOD given Volume of Aeration Tank, enter Influent BOD (Qi), Volume of Tank (V), MLSS (X), Endogenous Respiration Rate Constant (Ke), Sludge Age c), Maximum Yield Coefficient (Y) & Sewage Discharge (Qs) and hit the calculate button. Here is how the Effluent BOD given Volume of Aeration Tank calculation can be explained with given input values -> 400 = 0.00048-((9*1.2*(1+3.47222222222222E-05*432000))/(0.5*10*432000)).

FAQ

What is Effluent BOD given Volume of Aeration Tank?
The Effluent BOD given Volume of Aeration Tank formula is defined as the value of effluent BOD when we have prior information of volume of aeration tank and is represented as Qo = Qi-((V*X*(1+Kec))/(Y*Qsc)) or Effluent BOD = Influent BOD-((Volume of Tank*MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))/(Maximum Yield Coefficient*Sewage Discharge*Sludge Age)). Influent BOD is the total amount of BOD which is present in the incoming sewage, Volume of Tank is defined as the capacity of flocculation and mixing tank, MLSS is the sum of volatile suspended solids (organics) and fixed suspended solids (inorganics), Endogenous Respiration Rate Constant is used for designing a complete-mix activated-sludge system, Sludge Age is the average time for which the particle of suspended solids remains in aeration, Maximum Yield Coefficient Y represents the maximum mg of cells produced per mg organic matter removed & Sewage discharge is the flow rate of sewage when it is being discharged into the water body.
How to calculate Effluent BOD given Volume of Aeration Tank?
The Effluent BOD given Volume of Aeration Tank formula is defined as the value of effluent BOD when we have prior information of volume of aeration tank is calculated using Effluent BOD = Influent BOD-((Volume of Tank*MLSS*(1+Endogenous Respiration Rate Constant*Sludge Age))/(Maximum Yield Coefficient*Sewage Discharge*Sludge Age)). To calculate Effluent BOD given Volume of Aeration Tank, you need Influent BOD (Qi), Volume of Tank (V), MLSS (X), Endogenous Respiration Rate Constant (Ke), Sludge Age c), Maximum Yield Coefficient (Y) & Sewage Discharge (Qs). With our tool, you need to enter the respective value for Influent BOD, Volume of Tank, MLSS, Endogenous Respiration Rate Constant, Sludge Age, Maximum Yield Coefficient & Sewage Discharge and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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