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Ratio of BOD to Ultimate BOD is the ratio of 5 days bod to ultimate bod. Check FAQs
f=Qs(Qi-Q)O2+(1.42QwXR)
f - Ratio of BOD to Ultimate BOD?Qs - Sewage Discharge?Qi - Influent BOD?Q - Effluent BOD?O2 - Theoretical Oxygen Requirement?Qw - Volume of Wasted Sludge per day?XR - MLSS in Returned or Wasted Sludge?

Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank Example

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With units
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Here is how the Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank equation looks like with Values.

Here is how the Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank equation looks like with Units.

Here is how the Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank equation looks like.

6.7775Edit=10Edit(13.2Edit-0.4Edit)2.5Edit+(1.429.5Edit1.4Edit)
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Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank Solution

Follow our step by step solution on how to calculate Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank?

FIRST Step Consider the formula
f=Qs(Qi-Q)O2+(1.42QwXR)
Next Step Substitute values of Variables
f=10m³/s(13.2mg/L-0.4mg/L)2.5mg/d+(1.429.5m³/s1.4mg/L)
Next Step Convert Units
f=10m³/s(0.0132kg/m³-0.0004kg/m³)2.9E-11kg/s+(1.429.5m³/s0.0014kg/m³)
Next Step Prepare to Evaluate
f=10(0.0132-0.0004)2.9E-11+(1.429.50.0014)
Next Step Evaluate
f=6.77750713776827
LAST Step Rounding Answer
f=6.7775

Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank Formula Elements

Variables
Ratio of BOD to Ultimate BOD
Ratio of BOD to Ultimate BOD is the ratio of 5 days bod to ultimate bod.
Symbol: f
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Sewage Discharge
Sewage Discharge is the flow rate of sewage when it is being discharged in the river.
Symbol: Qs
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Influent BOD
Influent BOD is the total amount of BOD which is present in the incoming sewage.
Symbol: Qi
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.
Effluent BOD
Effluent BOD is the amount of BOD present in the outing sewage.
Symbol: Q
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.
Theoretical Oxygen Requirement
Theoretical Oxygen Requirement is the calculated amount of oxygen required to oxidize a compound to its final oxidation products.
Symbol: O2
Measurement: Mass Flow RateUnit: mg/d
Note: Value should be greater than 0.
Volume of Wasted Sludge per day
Volume of Wasted Sludge per day is the amount of sludge that is removed or wasted from a wastewater treatment process on a daily basis.
Symbol: Qw
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
MLSS in Returned or Wasted Sludge
MLSS in Returned or Wasted Sludge is the mixed liquor suspended solids in returned sludge in terms of mg per liter.
Symbol: XR
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.

Other Formulas to find Ratio of BOD to Ultimate BOD

​Go Ratio of BOD to Ultimate given Oxygen Demand of Biomass
f=Qs(Qi-Q)O2+(DO2QwXR)
​Go Ratio of BOD to Ultimate BOD
f=BOD5BODu

How to Evaluate Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank?

Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank evaluator uses Ratio of BOD to Ultimate BOD = (Sewage Discharge*(Influent BOD-Effluent BOD))/(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)) to evaluate the Ratio of BOD to Ultimate BOD, The Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank formula is defined as the calculation of ratio of BOD to ultimate BOD when we have prior information of oxygen required in aeration tank. Ratio of BOD to Ultimate BOD is denoted by f symbol.

How to evaluate Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank using this online evaluator? To use this online evaluator for Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank, enter Sewage Discharge (Qs), Influent BOD (Qi), Effluent BOD (Q), Theoretical Oxygen Requirement (O2), Volume of Wasted Sludge per day (Qw) & MLSS in Returned or Wasted Sludge (XR) and hit the calculate button.

FAQs on Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank

What is the formula to find Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank?
The formula of Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank is expressed as Ratio of BOD to Ultimate BOD = (Sewage Discharge*(Influent BOD-Effluent BOD))/(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)). Here is an example- 4.518338 = (10*(0.0132-0.0004))/(2.89351851851852E-11+(1.42*9.5*0.0014)).
How to calculate Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank?
With Sewage Discharge (Qs), Influent BOD (Qi), Effluent BOD (Q), Theoretical Oxygen Requirement (O2), Volume of Wasted Sludge per day (Qw) & MLSS in Returned or Wasted Sludge (XR) we can find Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank using the formula - Ratio of BOD to Ultimate BOD = (Sewage Discharge*(Influent BOD-Effluent BOD))/(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)).
What are the other ways to Calculate Ratio of BOD to Ultimate BOD?
Here are the different ways to Calculate Ratio of BOD to Ultimate BOD-
  • Ratio of BOD to Ultimate BOD=(Sewage Discharge*(Influent BOD-Effluent BOD))/(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge))OpenImg
  • Ratio of BOD to Ultimate BOD=BOD of 5 days at 20° C/Ultimate BODOpenImg
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