Influent BOD given Oxygen Demand and Ultimate BOD Both Solution

STEP 0: Pre-Calculation Summary
Formula Used
Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
Qi = Qu+(((BOD5/BODu)*(O2+(DO2*Qw*XR)))/Qs)
This formula uses 9 Variables
Variables Used
Influent BOD - (Measured in Kilogram per Cubic Meter) - Influent BOD is the total amount of BOD which is present in the incoming sewage.
Effluent BOD given Oxygen Demand and Ultimate BOD - (Measured in Kilogram per Cubic Meter) - Effluent BOD given Oxygen Demand and Ultimate BOD is the amount of oxygen required by aerobic microorganisms to decompose the organic matter present in a wastewater sample.
5 Days BOD - (Measured in Kilogram per Cubic Meter) - 5 Days BOD is an indicator of how much oxygen is utilized by a natural water sample in five days at 20 degrees C.
Ultimate BOD - (Measured in Kilogram per Cubic Meter) - Ultimate BOD is the amount of oxygen required to decompose all of the organic material after infinite time.
Theoretical Oxygen Requirement - (Measured in Kilogram per Second) - Theoretical Oxygen Requirement is the calculated amount of oxygen required to oxidize a compound to its final oxidation products.
Oxygen Demand of Biomass - Oxygen Demand of Biomass is the amount of oxygen required by the microorganisms to decompose organic matter present in biomass.
Volume of Wasted Sludge per day - (Measured in Cubic Meter per Second) - 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.
MLSS in Returned or Wasted Sludge - (Measured in Kilogram per Cubic Meter) - MLSS in Returned or Wasted Sludge is the mixed liquor suspended solids in returned sludge in terms of mg per liter.
Sewage Discharge - (Measured in Cubic Meter per Second) - Sewage Discharge is the flow rate of sewage when it is being discharged in the river.
STEP 1: Convert Input(s) to Base Unit
Effluent BOD given Oxygen Demand and Ultimate BOD: 11.373 Milligram per Liter --> 0.011373 Kilogram per Cubic Meter (Check conversion ​here)
5 Days BOD: 1.36 Milligram per Liter --> 0.00136 Kilogram per Cubic Meter (Check conversion ​here)
Ultimate BOD: 2 Milligram per Liter --> 0.002 Kilogram per Cubic Meter (Check conversion ​here)
Theoretical Oxygen Requirement: 2.5 Milligram per Day --> 2.89351851851852E-11 Kilogram per Second (Check conversion ​here)
Oxygen Demand of Biomass: 2.02 --> No Conversion Required
Volume of Wasted Sludge per day: 9.5 Cubic Meter per Second --> 9.5 Cubic Meter per Second No Conversion Required
MLSS in Returned or Wasted Sludge: 1.4 Milligram per Liter --> 0.0014 Kilogram per Cubic Meter (Check conversion ​here)
Sewage Discharge: 10 Cubic Meter per Second --> 10 Cubic Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Qi = Qu+(((BOD5/BODu)*(O2+(DO2*Qw*XR)))/Qs) --> 0.011373+(((0.00136/0.002)*(2.89351851851852E-11+(2.02*9.5*0.0014)))/10)
Evaluating ... ...
Qi = 0.0131998880019676
STEP 3: Convert Result to Output's Unit
0.0131998880019676 Kilogram per Cubic Meter -->13.1998880019676 Milligram per Liter (Check conversion ​here)
FINAL ANSWER
13.1998880019676 13.19989 Milligram per Liter <-- Influent BOD
(Calculation completed in 00.019 seconds)

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Birsa Institute of Technology (BIT), Sindri
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Influent BOD Calculators

Influent BOD given Oxygen Demand and Ultimate BOD Both
​ LaTeX ​ Go Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
Influent BOD given Oxygen Demand of Biomass
​ LaTeX ​ Go Influent BOD = Effluent BOD given Oxygen Demand of Biomass+((Ratio of BOD to Ultimate BOD*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
Influent BOD given Ultimate BOD
​ LaTeX ​ Go Influent BOD = Effluent BOD given Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
Influent BOD given Oxygen Required in Aeration Tank
​ LaTeX ​ Go Influent BOD = Effluent BOD given Oxygen Required+((Ratio of BOD to Ultimate BOD*(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)

Influent BOD given Oxygen Demand and Ultimate BOD Both Formula

​LaTeX ​Go
Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
Qi = Qu+(((BOD5/BODu)*(O2+(DO2*Qw*XR)))/Qs)

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 Influent BOD given Oxygen Demand and Ultimate BOD Both?

Influent BOD given Oxygen Demand and Ultimate BOD Both calculator uses Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge) to calculate the Influent BOD, The Influent BOD given Oxygen Demand and Ultimate BOD Both formula is defined as the calculation of influent BOD when we have prior information of oxygen demand and ultimate BOD. Influent BOD is denoted by Qi symbol.

How to calculate Influent BOD given Oxygen Demand and Ultimate BOD Both using this online calculator? To use this online calculator for Influent BOD given Oxygen Demand and Ultimate BOD Both, enter Effluent BOD given Oxygen Demand and Ultimate BOD (Qu), 5 Days BOD (BOD5), Ultimate BOD (BODu), Theoretical Oxygen Requirement (O2), Oxygen Demand of Biomass (DO2), Volume of Wasted Sludge per day (Qw), MLSS in Returned or Wasted Sludge (XR) & Sewage Discharge (Qs) and hit the calculate button. Here is how the Influent BOD given Oxygen Demand and Ultimate BOD Both calculation can be explained with given input values -> 14113.33 = 0.011373+(((0.00136/0.002)*(2.89351851851852E-11+(2.02*9.5*0.0014)))/10).

FAQ

What is Influent BOD given Oxygen Demand and Ultimate BOD Both?
The Influent BOD given Oxygen Demand and Ultimate BOD Both formula is defined as the calculation of influent BOD when we have prior information of oxygen demand and ultimate BOD and is represented as Qi = Qu+(((BOD5/BODu)*(O2+(DO2*Qw*XR)))/Qs) or Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge). Effluent BOD given Oxygen Demand and Ultimate BOD is the amount of oxygen required by aerobic microorganisms to decompose the organic matter present in a wastewater sample, 5 Days BOD is an indicator of how much oxygen is utilized by a natural water sample in five days at 20 degrees C, Ultimate BOD is the amount of oxygen required to decompose all of the organic material after infinite time, Theoretical Oxygen Requirement is the calculated amount of oxygen required to oxidize a compound to its final oxidation products, Oxygen Demand of Biomass is the amount of oxygen required by the microorganisms to decompose organic matter present in biomass, 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, MLSS in Returned or Wasted Sludge is the mixed liquor suspended solids in returned sludge in terms of mg per liter & Sewage Discharge is the flow rate of sewage when it is being discharged in the river.
How to calculate Influent BOD given Oxygen Demand and Ultimate BOD Both?
The Influent BOD given Oxygen Demand and Ultimate BOD Both formula is defined as the calculation of influent BOD when we have prior information of oxygen demand and ultimate BOD is calculated using Influent BOD = Effluent BOD given Oxygen Demand and Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge). To calculate Influent BOD given Oxygen Demand and Ultimate BOD Both, you need Effluent BOD given Oxygen Demand and Ultimate BOD (Qu), 5 Days BOD (BOD5), Ultimate BOD (BODu), Theoretical Oxygen Requirement (O2), Oxygen Demand of Biomass (DO2), Volume of Wasted Sludge per day (Qw), MLSS in Returned or Wasted Sludge (XR) & Sewage Discharge (Qs). With our tool, you need to enter the respective value for Effluent BOD given Oxygen Demand and Ultimate BOD, 5 Days BOD, Ultimate BOD, Theoretical Oxygen Requirement, Oxygen Demand of Biomass, Volume of Wasted Sludge per day, MLSS in Returned or Wasted Sludge & Sewage Discharge and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Influent BOD?
In this formula, Influent BOD uses Effluent BOD given Oxygen Demand and Ultimate BOD, 5 Days BOD, Ultimate BOD, Theoretical Oxygen Requirement, Oxygen Demand of Biomass, Volume of Wasted Sludge per day, MLSS in Returned or Wasted Sludge & Sewage Discharge. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Influent BOD = Effluent BOD given Oxygen Required+((Ratio of BOD to Ultimate BOD*(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
  • Influent BOD = Effluent BOD given Oxygen Demand of Biomass+((Ratio of BOD to Ultimate BOD*(Theoretical Oxygen Requirement+(Oxygen Demand of Biomass*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
  • Influent BOD = Effluent BOD given Ultimate BOD+(((5 Days BOD/Ultimate BOD)*(Theoretical Oxygen Requirement+(1.42*Volume of Wasted Sludge per day*MLSS in Returned or Wasted Sludge)))/Sewage Discharge)
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