Mean Cell Residence Time given Quantity of Volatile Solids Calculator

✖Endogenous Coefficient is referred as modeling the behavior of microorganisms, particularly in wastewater treatment processes.ⓘ Endogenous Coefficient [k_d]			+10% -10%
✖Yield Coefficient is referred as the ratio of biomass (microbial cells) produced to the amount of substrate (organic material) consumed during the digestion process.ⓘ Yield Coefficient [Y]			+10% -10%
✖BOD In in anaerobic digester design lies in its role as an indicator of the organic load present in the feedstock. High BOD levels suggest a greater concentration of organic matter.ⓘ BOD In [BOD_in]			+10% -10%
✖BOD Out referred as the amount of dissolved oxygen exits anaerobic digester.ⓘ BOD Out [BOD_out]			+10% -10%
✖Volatile Solids Produced refers to the organic fraction of the total solids present in the sludge.ⓘ Volatile Solids Produced [P_x]			+10% -10%

✖Mean Cell Residence Time refers to a measure of the extent to which organic matter in sludge has been decomposed or stabilized through treatment processes.ⓘ Mean Cell Residence Time given Quantity of Volatile Solids [θ_c]

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Mean Cell Residence Time given Quantity of Volatile Solids Solution

STEP 0: Pre-Calculation Summary

Formula Used

Mean Cell Residence Time = (1/Endogenous Coefficient)-(Yield Coefficient*(BOD In-BOD Out)/(Volatile Solids Produced*Endogenous Coefficient))
θ_c = (1/k_d)-(Y*(BOD_in-BOD_out)/(P_x*k_d))
This formula uses 6 Variables

Variables Used

Mean Cell Residence Time - (Measured in Second) - Mean Cell Residence Time refers to a measure of the extent to which organic matter in sludge has been decomposed or stabilized through treatment processes.
Endogenous Coefficient - (Measured in 1 Per Second) - Endogenous Coefficient is referred as modeling the behavior of microorganisms, particularly in wastewater treatment processes.
Yield Coefficient - Yield Coefficient is referred as the ratio of biomass (microbial cells) produced to the amount of substrate (organic material) consumed during the digestion process.
BOD In - (Measured in Kilogram per Second) - BOD In in anaerobic digester design lies in its role as an indicator of the organic load present in the feedstock. High BOD levels suggest a greater concentration of organic matter.
BOD Out - (Measured in Kilogram per Second) - BOD Out referred as the amount of dissolved oxygen exits anaerobic digester.
Volatile Solids Produced - (Measured in Kilogram per Second) - Volatile Solids Produced refers to the organic fraction of the total solids present in the sludge.

STEP 1: Convert Input(s) to Base Unit

Endogenous Coefficient: 0.05 1 Per Day --> 5.78703703703704E-07 1 Per Second (Check conversion here)
Yield Coefficient: 0.41 --> No Conversion Required
BOD In: 164 Kilogram per Day --> 0.00189814814814815 Kilogram per Second (Check conversion here)
BOD Out: 4.9 Kilogram per Day --> 5.6712962962963E-05 Kilogram per Second (Check conversion here)
Volatile Solids Produced: 100 Kilogram per Day --> 0.00115740740740741 Kilogram per Second (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

θ_c = (1/k_d)-(Y*(BOD_in-BOD_out)/(P_x*k_d)) --> (1/5.78703703703704E-07)-(0.41*(0.00189814814814815-5.6712962962963E-05)/(0.00115740740740741*5.78703703703704E-07))

Evaluating ... ...

θ_c = 600808.320000001

STEP 3: Convert Result to Output's Unit

600808.320000001 Second -->6.95380000000001 Day (Check conversion here)

FINAL ANSWER

6.95380000000001 ≈ 6.9538 Day <-- Mean Cell Residence Time

(Calculation completed in 00.020 seconds)

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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< Design of an Anaerobic Digester Calculators

Influent Sludge Flow Rate given Volume Required for Anaerobic Digester

LaTeX Go Influent Sludge Flow Rate = (Volume/Hydraulic Retention Time)

Volume Required for Anaerobic Digester

LaTeX Go Volume = (Hydraulic Retention Time*Influent Sludge Flow Rate)

Hydraulic Retention Time given Volume Required for Anaerobic Digester

LaTeX Go Hydraulic Retention = (Volume/Influent Sludge Flow Rate)

Volumetric Loading in Anaerobic Digester

LaTeX Go Volumetric Loading = (BOD per Day/Volumetric Flow Rate)

Mean Cell Residence Time given Quantity of Volatile Solids Formula

LaTeX Go

Mean Cell Residence Time = (1/Endogenous Coefficient)-(Yield Coefficient*(BOD In-BOD Out)/(Volatile Solids Produced*Endogenous Coefficient))
θ_c = (1/k_d)-(Y*(BOD_in-BOD_out)/(P_x*k_d))

What is Mean Cell Residence Time?

Mean Cell Residence Time or MCRT is the amount of time, in days, that solids or bacteria are maintained in the activated sludge system. The MCRT is known also as the solids retention time (SRT).

How to Calculate Mean Cell Residence Time given Quantity of Volatile Solids?

Mean Cell Residence Time given Quantity of Volatile Solids calculator uses Mean Cell Residence Time = (1/Endogenous Coefficient)-(Yield Coefficient*(BOD In-BOD Out)/(Volatile Solids Produced*Endogenous Coefficient)) to calculate the Mean Cell Residence Time, The Mean Cell Residence Time given Quantity of Volatile Solids formula is defined as the average time that the microorganisms (biomass) remain in the treatment system. Mean Cell Residence Time is denoted by θ_c symbol.

How to calculate Mean Cell Residence Time given Quantity of Volatile Solids using this online calculator? To use this online calculator for Mean Cell Residence Time given Quantity of Volatile Solids, enter Endogenous Coefficient (k_d), Yield Coefficient (Y), BOD In (BOD_in), BOD Out (BOD_out) & Volatile Solids Produced (P_x) and hit the calculate button. Here is how the Mean Cell Residence Time given Quantity of Volatile Solids calculation can be explained with given input values -> 8.1E-5 = (1/5.78703703703704E-07)-(0.41*(0.00189814814814815-5.6712962962963E-05)/(0.00115740740740741*5.78703703703704E-07)).

FAQ

What is Mean Cell Residence Time given Quantity of Volatile Solids?

The Mean Cell Residence Time given Quantity of Volatile Solids formula is defined as the average time that the microorganisms (biomass) remain in the treatment system and is represented as θ_c = (1/k_d)-(Y*(BOD_in-BOD_out)/(P_x*k_d)) or Mean Cell Residence Time = (1/Endogenous Coefficient)-(Yield Coefficient*(BOD In-BOD Out)/(Volatile Solids Produced*Endogenous Coefficient)). Endogenous Coefficient is referred as modeling the behavior of microorganisms, particularly in wastewater treatment processes, Yield Coefficient is referred as the ratio of biomass (microbial cells) produced to the amount of substrate (organic material) consumed during the digestion process, BOD In in anaerobic digester design lies in its role as an indicator of the organic load present in the feedstock. High BOD levels suggest a greater concentration of organic matter, BOD Out referred as the amount of dissolved oxygen exits anaerobic digester & Volatile Solids Produced refers to the organic fraction of the total solids present in the sludge.

How to calculate Mean Cell Residence Time given Quantity of Volatile Solids?

The Mean Cell Residence Time given Quantity of Volatile Solids formula is defined as the average time that the microorganisms (biomass) remain in the treatment system is calculated using Mean Cell Residence Time = (1/Endogenous Coefficient)-(Yield Coefficient*(BOD In-BOD Out)/(Volatile Solids Produced*Endogenous Coefficient)). To calculate Mean Cell Residence Time given Quantity of Volatile Solids, you need Endogenous Coefficient (k_d), Yield Coefficient (Y), BOD In (BOD_in), BOD Out (BOD_out) & Volatile Solids Produced (P_x). With our tool, you need to enter the respective value for Endogenous Coefficient, Yield Coefficient, BOD In, BOD Out & Volatile Solids Produced 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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