Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has created this Calculator and 400+ more calculators!
Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

WAS Pumping Rate From Return Line When Wasting Rate From Return Line is Given
WAS pumping rate from return line=(Volume of the reactor*mlss/(mean cell residence time*sludge concentration in return line))-(effluent flow rate*solid concentration in effluent/sludge concentration in return line) GO
Concentration of Sludge in Return Line when Wasting Rate from Return Line is Given
sludge concentration in return line=(Volume of the reactor*mlss/(mean cell residence time*WAS pumping rate from return line))-(effluent flow rate*solid concentration in effluent/WAS pumping rate from return line) GO
Effluent Flow Rate when Wasting Rate from Return Line is Given
effluent flow rate=(Volume of the reactor*mlss/(mean cell residence time*solid concentration in effluent))-(WAS pumping rate from return line*sludge concentration in return line/solid concentration in effluent) GO
Concentration of Solids in Effluent When Wasting Rate from Return Line is Given
solid concentration in effluent=(Volume of the reactor*mlss/(mean cell residence time*effluent flow rate))-(WAS pumping rate from return line*sludge concentration in return line/effluent flow rate) GO
Wasting rate from return line
mean cell residence time=(Volume of the reactor*mlss)/((WAS pumping rate from return line*sludge concentration in return line)+(effluent flow rate*solid concentration in effluent)) GO
Volume of the reactor when wasting rate from return line is given
Volume of the reactor=mean cell residence time*((WAS pumping rate from return line*sludge concentration in return line)+(effluent flow rate*solid concentration in effluent))/mlss GO
Wasting Rate from Return Line when Concentration of Solid in Effluent is Low
mean cell residence time=(Volume of the reactor*mlss)/(WAS pumping rate from return line*sludge concentration in return line) GO
Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low
sludge concentration in return line=Volume of the reactor*mlss/(mean cell residence time*WAS pumping rate from return line) GO
WAS Pumping Rate Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low
WAS pumping rate from return line=Volume of the reactor*mlss/(mean cell residence time*sludge concentration in return line) GO
Volume of Reactor Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low
Volume of the reactor=mean cell residence time*WAS pumping rate from return line*sludge concentration in return line/mlss GO
Influent Flow Rate when Return Activated Sludge Flow Rate is Given
average daily influent flow rate=(Return activated sludge/1.25) GO

11 Other formulas that calculate the same Output

Peak Discharge equation based on field application
Peak Discharge=(1/3.6)*Coefficient of Runoff*(Mean Intensity of Precipitation)*Drainage Area GO
Fuller's formula for Maximum Flood Discharge
Peak Discharge=Coefficient*Catchment Area^0.8*(1+0.8*log10(Return Period)) GO
Rational Method of Peak Discharge
Peak Discharge=Coefficient of Runoff*Intensity of Rainfall*Catchment Area GO
Inglis Formula for areas between 160 to 1000 km^2
Peak Discharge=123.2*sqrt(Catchment Area-2.62*(Catchment Area-259)) GO
Inglis Formula for Larger Areas
Peak Discharge=123.2*Catchment Area/sqrt(Catchment Area+10.36) GO
Baird and Mcillwraith Formula for maximum flood discharge
Peak Discharge=3025*Catchment Area/(278+Catchment Area)^0.78 GO
Dredge or Burge formula
Peak Discharge=19.6*Catchment Area/(Length of Basin)^2/3 GO
Ryves Formula
Peak Discharge=Ryves Coefficient*Catchment Area^2/3 GO
Dicken's Formula
Peak Discharge=Dickens Constant*Catchment Area^3/4 GO
Jarvis formula for Peak Discharge
Peak Discharge=Coefficient*sqrt(Catchment Area) GO
Inglis Formula for Small Areas
Peak Discharge=123.2*sqrt(Catchment Area) GO

Peak Discharge when Maximum Solids Entering the Clarifier is Given Formula

Peak Discharge=(Maximum solids/(mlss*8.34))-Return activated sludge
Q<sub>p</sub>=(S/(X*8.34))-Q<sub>r</sub>
More formulas
Peak Discharge in Circular Settling Tanks GO
Average Daily Load when Peak Discharge in Circular Settling Tanks is Given GO
Peaking Factor when Peak Discharge in Circular Settling Tanks is Given GO
Surface Area of Circular Settling Tank GO
Peak Discharge when Surface Area of Circular Settling Tank is Given GO
Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given GO
Return Activated Sludge Flow Rate GO
Influent Flow Rate when Return Activated Sludge Flow Rate is Given GO
Maximum Solids Entering the Clarifier GO
Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given GO
Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given GO
Assumed Solid Loading Rate of Circular Settling Tanks GO
Maximum Solids when Solid Loading Rate is Given GO
Surface Area when Solid Loading Rate is Given GO
Actual Solid Loading Rate of Circular Settling Tanks GO
Solids Processed when Actual Solid Loading Rate is Given GO
Total Settling Tank Surface Area when Actual Solid Loading Rate is Given GO

What is peak discharge ?

Peak discharge is the maximum rate of flow for a given condition and is used in the design of conservation measures.Peak discharge is also referred to as peak rate of discharge or peak rate of runoff. It is usually referred to in units of cubic feet per second.

How to Calculate Peak Discharge when Maximum Solids Entering the Clarifier is Given?

Peak Discharge when Maximum Solids Entering the Clarifier is Given calculator uses Peak Discharge=(Maximum solids/(mlss*8.34))-Return activated sludge to calculate the Peak Discharge, The Peak Discharge when Maximum Solids Entering the Clarifier is Given is defined as the maximum rate of flow for a given condition and is used in the design of tank. Peak Discharge and is denoted by Qp symbol.

How to calculate Peak Discharge when Maximum Solids Entering the Clarifier is Given using this online calculator? To use this online calculator for Peak Discharge when Maximum Solids Entering the Clarifier is Given, enter Maximum solids (S), mlss (X) and Return activated sludge (Qr) and hit the calculate button. Here is how the Peak Discharge when Maximum Solids Entering the Clarifier is Given calculation can be explained with given input values -> -9.995837 = (3.47222222222222E-05/(0.001*8.34))-10.

FAQ

What is Peak Discharge when Maximum Solids Entering the Clarifier is Given?
The Peak Discharge when Maximum Solids Entering the Clarifier is Given is defined as the maximum rate of flow for a given condition and is used in the design of tank and is represented as Qp=(S/(X*8.34))-Qr or Peak Discharge=(Maximum solids/(mlss*8.34))-Return activated sludge. Maximum solids entering the clarifier in circular settling tank, Mlss is the sum of volatile suspended solids (organics) and fixed suspended solids (inorganics) and Return activated sludge flow rate will vary with each installation and with different load factors.
How to calculate Peak Discharge when Maximum Solids Entering the Clarifier is Given?
The Peak Discharge when Maximum Solids Entering the Clarifier is Given is defined as the maximum rate of flow for a given condition and is used in the design of tank is calculated using Peak Discharge=(Maximum solids/(mlss*8.34))-Return activated sludge. To calculate Peak Discharge when Maximum Solids Entering the Clarifier is Given, you need Maximum solids (S), mlss (X) and Return activated sludge (Qr). With our tool, you need to enter the respective value for Maximum solids, mlss and Return activated sludge 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 Peak Discharge?
In this formula, Peak Discharge uses Maximum solids, mlss and Return activated sludge. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Peak Discharge=19.6*Catchment Area/(Length of Basin)^2/3
  • Peak Discharge=(1/3.6)*Coefficient of Runoff*(Mean Intensity of Precipitation)*Drainage Area
  • Peak Discharge=Dickens Constant*Catchment Area^3/4
  • Peak Discharge=Ryves Coefficient*Catchment Area^2/3
  • Peak Discharge=123.2*sqrt(Catchment Area)
  • Peak Discharge=123.2*sqrt(Catchment Area-2.62*(Catchment Area-259))
  • Peak Discharge=Coefficient*Catchment Area^0.8*(1+0.8*log10(Return Period))
  • Peak Discharge=123.2*Catchment Area/sqrt(Catchment Area+10.36)
  • Peak Discharge=Coefficient of Runoff*Intensity of Rainfall*Catchment Area
  • Peak Discharge=3025*Catchment Area/(278+Catchment Area)^0.78
  • Peak Discharge=Coefficient*sqrt(Catchment Area)
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