Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 100+ more calculators!
Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Mixed liquor volatile suspended solids when the volume of the reactor is given
mlvss=(mean cell residence time*average daily influent flow rate*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration))/(Volume of the reactor*(1+(endogenous decay coefficient*mean cell residence time))) GO
Influent substrate concentration when the volume of the reactor is given
influent substrate concentration=((Volume of the reactor*mlvss*(1+(endogenous decay coefficient*mean cell residence time)))/(mean cell residence time*average daily influent flow rate*maximum yield coefficient))+effluent substrate concentration GO
Effluent substrate concentration when the volume of the reactor is given
effluent substrate concentration=influent substrate concentration-((Volume of the reactor*mlvss*(1+(endogenous decay coefficient*mean cell residence time)))/(mean cell residence time*average daily influent flow rate*maximum yield coefficient)) GO
Volume of the Reactor
Volume of the reactor=(mean cell residence time*maximum yield coefficient*average daily influent flow rate*(influent substrate concentration-effluent substrate concentration))/(mlvss*(1+(mean cell residence time*endogenous decay coefficient))) GO
Mean cell residence time when the volume of the reactor is given
mean cell residence time=(Volume of the reactor*mlvss)/(average daily influent flow rate*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration)-(Volume of the reactor*mlvss*endogenous decay coefficient)) GO
Average daily influent flow rate when the volume of the reactor is given
average daily influent flow rate=Volume of the reactor*mlvss*(1+(endogenous decay coefficient*mean cell residence time))/(mean cell residence time*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration)) GO
Maximum yield coefficient when the volume of the reactor is given
maximum yield coefficient=Volume of the reactor*mlvss*(1+(mean cell residence time*endogenous decay coefficient))/(mean cell residence time*average daily influent flow rate*(influent substrate concentration-effluent substrate concentration)) GO
Endogenous decay constant when the volume of the reactor is given
endogenous decay coefficient=((average daily influent flow rate*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration))/(Volume of the reactor*mlvss))-(1/mean cell residence time) GO
Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given
average daily influent flow rate=net waste activated sludge/(8.34*observed cell yield*(influent substrate concentration-effluent substrate concentration)) GO
Observed Cell Yield When Net Waste Activated Sludge is Given
observed cell yield=net waste activated sludge/(8.34*average daily influent flow rate*(influent substrate concentration-effluent substrate concentration)) GO
Net waste activated sludge
net waste activated sludge=observed cell yield*average daily influent flow rate*(influent substrate concentration-effluent substrate concentration)*8.34 GO

7 Other formulas that calculate the same Output

Average daily influent flow rate when the volume of the reactor is given
average daily influent flow rate=Volume of the reactor*mlvss*(1+(endogenous decay coefficient*mean cell residence time))/(mean cell residence time*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration)) GO
Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given
average daily influent flow rate=((sludge concentration in return line/mlss)*(Return activated sludge+WAS pumping rate from return line))-Return activated sludge GO
Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given
average daily influent flow rate=net waste activated sludge/(8.34*observed cell yield*(influent substrate concentration-effluent substrate concentration)) GO
Average daily influent flow rate when organic loading is given
average daily influent flow rate=organic loading*Volume of the reactor/influent substrate concentration GO
Average daily influent flow rate when hydraulic retention time is given
average daily influent flow rate=Volume of the reactor/hydraulic retention time GO
Average Daily Influent Flow Rate when Recirculation Ratio is Given
average daily influent flow rate=Return activated sludge/recirculation ratio GO
Influent Flow Rate when Return Activated Sludge Flow Rate is Given
average daily influent flow rate=(Return activated sludge/1.25) GO

Average daily influent flow rate when theoretical oxygen requirement is given Formula

average daily influent flow rate=(theoretical oxygen requirement+(1.42*net waste activated sludge))*(bod conversion factor/(8.34*(influent substrate concentration-effluent substrate concentration)))
Q=(O<sub>2+(1.42*P<sub>x))*(f/(8.34*(S<sub>o-S)))
More formulas
Volume of the Reactor GO
Mean cell residence time when the volume of the reactor is given GO
Average daily influent flow rate when the volume of the reactor is given GO
Maximum yield coefficient when the volume of the reactor is given GO
Influent substrate concentration when the volume of the reactor is given GO
Effluent substrate concentration when the volume of the reactor is given GO
Mixed liquor volatile suspended solids when the volume of the reactor is given GO
Endogenous decay constant when the volume of the reactor is given GO
Hydraulic Retention Time GO
Volume of Reactor when Hydraulic Retention Time is Given GO
Average daily influent flow rate when hydraulic retention time is given GO
Observed cell yield GO
Maximum yield coefficient when observed cell yield is given GO
Endogenous decay coefficient when observed cell yield is given GO
Mean cell residence time when observed cell yield is given GO
Net waste activated sludge GO
Observed Cell Yield When Net Waste Activated Sludge is Given GO
Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given GO
Influent Substrate Concentration When Net Waste Activated Sludge is Given GO
Effluent substrate concentration when net waste activated sludge is given GO
Theoretical oxygen requirement for the removal of the carbonaceous organic matter GO
Total mass of BOD utilized when theoretical oxygen requirement is given GO
Mass of organisms wasted when theoretical oxygen requirement is given GO
Theoretical oxygen requirements using the conversion factor GO
Influent substrate concentration when theoretical oxygen requirement is given GO
Conversion factor when theoretical oxygen requirement is given GO
Effluent substrate concentration when theoretical oxygen requirement is given GO
Net waste activated sludge when theoretical oxygen requirement is given GO
F:M ratio GO
Influent substrate concentration when F:M ratio is given GO
Hydraulic Retention Time When F:M Ratio is Given GO
Mixed Liquor Volatile Suspended Solids When F:M Ratio is Given GO
Organic loading GO
Influent substrate concentration when organic loading is given GO
Average daily influent flow rate when organic loading is given GO
Volume of the reactor when organic loading is given GO
Organic Loading Using Hydraulic Retention Time GO
Influent substrate concentration when organic loading using hydraulic retention time is given GO
Hydraulic retention time when organic loading is given GO
Wasting rate from return line GO
Volume of the reactor when wasting rate from return line is given GO
Mixed liquor suspended solids when wasting rate from return line is given GO
WAS Pumping Rate From Return Line When Wasting Rate From Return Line is Given GO
Concentration of Sludge in Return Line when Wasting Rate from Return Line is Given GO
Effluent Flow Rate when Wasting Rate from Return Line is Given GO
Concentration of Solids in Effluent When Wasting Rate from Return Line is Given GO
Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
Volume of Reactor Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
MLSS Using Wasting rate From Return Line when Concentration of Solid in Effluent is Low GO
WAS Pumping Rate Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low GO
WAS pumping rate from aeration tank GO
Sludge Age when WAS Pumping Rate from Aeration Tank is Given GO
Volume of Reactor When WAS Pumping Rate from Aeration Tank is Given GO
RAS Pumping Rate from Aeration Tank GO
MLSS when RAS Pumping Rate from Aeration Tank is Given GO
Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given GO
Concentration of Sludge in Return Line when RAS Pumping Rate from Aeration Tank is Given GO
WAS Pumping Rate from Return Line when RAS Pumping Rate from Aeration Tank is Given GO
Recirculation Ratio GO
RAS Pumping Rate when Recirculation Ratio is Given GO
Average Daily Influent Flow Rate when Recirculation Ratio is Given GO

What is theoretical oxygen requirement?

The Theoretical oxygen requirement for the removal of the carbonaceous organic matter is the calculated amount of oxygen required to oxidize a compound to its final oxidation products.

How to Calculate Average daily influent flow rate when theoretical oxygen requirement is given?

Average daily influent flow rate when theoretical oxygen requirement is given calculator uses average daily influent flow rate=(theoretical oxygen requirement+(1.42*net waste activated sludge))*(bod conversion factor/(8.34*(influent substrate concentration-effluent substrate concentration))) to calculate the average daily influent flow rate, The Average daily influent flow rate when theoretical oxygen requirement is given is the total quantity of incoming sewage that enters the activated sludge process. . average daily influent flow rate and is denoted by Q symbol.

How to calculate Average daily influent flow rate when theoretical oxygen requirement is given using this online calculator? To use this online calculator for Average daily influent flow rate when theoretical oxygen requirement is given, enter theoretical oxygen requirement (O2), net waste activated sludge (Px), bod conversion factor (f), influent substrate concentration (So) and effluent substrate concentration (S) and hit the calculate button. Here is how the Average daily influent flow rate when theoretical oxygen requirement is given calculation can be explained with given input values -> NaN = (1.15740740740741E-11+(1.42*1.15740740740741E-11))*(0.68/(8.34*(0.001-0.001))).

FAQ

What is Average daily influent flow rate when theoretical oxygen requirement is given?
The Average daily influent flow rate when theoretical oxygen requirement is given is the total quantity of incoming sewage that enters the activated sludge process. and is represented as Q=(O2+(1.42*Px))*(f/(8.34*(So-S))) or average daily influent flow rate=(theoretical oxygen requirement+(1.42*net waste activated sludge))*(bod conversion factor/(8.34*(influent substrate concentration-effluent substrate concentration))). Theoretical oxygen requirement is the calculated amount of oxygen required to oxidize a compound to its final oxidation products, Net waste activated sludge is the amount of waste product that can be treated using the activated sludge process, BOD conversion factor is the value that is multiplied in the 5 days BOD to get the value of ultimate BOD, Influent substrate concentration is the concentration of BOD which is present in the influent and Effluent substrate concentration is the concentration of the BOD present in the effluent.
How to calculate Average daily influent flow rate when theoretical oxygen requirement is given?
The Average daily influent flow rate when theoretical oxygen requirement is given is the total quantity of incoming sewage that enters the activated sludge process. is calculated using average daily influent flow rate=(theoretical oxygen requirement+(1.42*net waste activated sludge))*(bod conversion factor/(8.34*(influent substrate concentration-effluent substrate concentration))). To calculate Average daily influent flow rate when theoretical oxygen requirement is given, you need theoretical oxygen requirement (O2), net waste activated sludge (Px), bod conversion factor (f), influent substrate concentration (So) and effluent substrate concentration (S). With our tool, you need to enter the respective value for theoretical oxygen requirement, net waste activated sludge, bod conversion factor, influent substrate concentration and effluent substrate concentration 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 average daily influent flow rate?
In this formula, average daily influent flow rate uses theoretical oxygen requirement, net waste activated sludge, bod conversion factor, influent substrate concentration and effluent substrate concentration. We can use 7 other way(s) to calculate the same, which is/are as follows -
  • average daily influent flow rate=Volume of the reactor*mlvss*(1+(endogenous decay coefficient*mean cell residence time))/(mean cell residence time*maximum yield coefficient*(influent substrate concentration-effluent substrate concentration))
  • average daily influent flow rate=Volume of the reactor/hydraulic retention time
  • average daily influent flow rate=net waste activated sludge/(8.34*observed cell yield*(influent substrate concentration-effluent substrate concentration))
  • average daily influent flow rate=organic loading*Volume of the reactor/influent substrate concentration
  • average daily influent flow rate=(Return activated sludge/1.25)
  • average daily influent flow rate=((sludge concentration in return line/mlss)*(Return activated sludge+WAS pumping rate from return line))-Return activated sludge
  • average daily influent flow rate=Return activated sludge/recirculation ratio
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