Sludge Age given Volume of Aeration Tank Formula

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Sludge Age is the average time for which the particle of suspended solids remains in aeration. Check FAQs
θc=VXYQs(Qi-Qo)-VXKe
θc - Sludge Age?V - Volume of Tank?X - MLSS?Y - Maximum Yield Coefficient?Qs - Sewage Discharge?Qi - Influent BOD?Qo - Effluent BOD?Ke - Endogenous Respiration Rate Constant?

Sludge Age given Volume of Aeration Tank Example

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With units
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Here is how the Sludge Age given Volume of Aeration Tank equation looks like with Values.

Here is how the Sludge Age given Volume of Aeration Tank equation looks like with Units.

Here is how the Sludge Age given Volume of Aeration Tank equation looks like.

5Edit=9Edit1200Edit0.5Edit10Edit(0.48Edit-0.4Edit)-9Edit1200Edit3Edit
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Sludge Age given Volume of Aeration Tank Solution

Follow our step by step solution on how to calculate Sludge Age given Volume of Aeration Tank?

FIRST Step Consider the formula
θc=VXYQs(Qi-Qo)-VXKe
Next Step Substitute values of Variables
θc=91200mg/L0.510m³/s(0.48mg/L-0.4mg/L)-91200mg/L3d⁻¹
Next Step Convert Units
θc=91.2kg/m³0.510m³/s(0.0005kg/m³-0.0004kg/m³)-91.2kg/m³3.5E-5s⁻¹
Next Step Prepare to Evaluate
θc=91.20.510(0.0005-0.0004)-91.23.5E-5
Next Step Evaluate
θc=431999.999999996s
Next Step Convert to Output's Unit
θc=4.99999999999995d
LAST Step Rounding Answer
θc=5d

Sludge Age given Volume of Aeration Tank Formula Elements

Variables
Sludge Age
Sludge Age is the average time for which the particle of suspended solids remains in aeration.
Symbol: θc
Measurement: TimeUnit: d
Note: Value should be greater than 0.
Volume of Tank
Volume of Tank is defined as the capacity of flocculation and mixing tank.
Symbol: V
Measurement: VolumeUnit:
Note: Value should be greater than 0.
MLSS
MLSS is the sum of volatile suspended solids (organics) and fixed suspended solids (inorganics).
Symbol: X
Measurement: DensityUnit: mg/L
Note: Value should be between 1000 to 6500.
Maximum Yield Coefficient
Maximum Yield Coefficient Y represents the maximum mg of cells produced per mg organic matter removed.
Symbol: Y
Measurement: NAUnit: Unitless
Note: Value should be between 0.4 to 0.8.
Sewage Discharge
Sewage discharge is the flow rate of sewage when it is being discharged into the water body.
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 dissolved oxygen needed by aerobic biological organisms to break down organic material present in a water sample at a certain temperature over a specific time period.
Symbol: Qo
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.
Endogenous Respiration Rate Constant
Endogenous Respiration Rate Constant is used for designing a complete-mix activated-sludge system.
Symbol: Ke
Measurement: First Order Reaction Rate ConstantUnit: d⁻¹
Note: Value should be greater than 0.

Other formulas in Size and Volume of the Aeration Tank category

​Go Volume of Aeration Tank
V=YQs(Qi-Qo)θcX(1+Keθc)
​Go MLSS given volume of Aeration Tank
X=YQs(Qi-Qo)θcV(1+Keθc)

How to Evaluate Sludge Age given Volume of Aeration Tank?

Sludge Age given Volume of Aeration Tank evaluator uses Sludge Age = (Volume of Tank*MLSS)/(Maximum Yield Coefficient*Sewage Discharge*(Influent BOD-Effluent BOD)-Volume of Tank*MLSS*Endogenous Respiration Rate Constant) to evaluate the Sludge Age, The Sludge Age given Volume of Aeration Tank formula is defined as a measure of the average time that the microorganisms (biomass) remain in the aeration tank of a wastewater treatment plant, considering volume of aeration tank. Sludge Age is denoted by θc symbol.

How to evaluate Sludge Age given Volume of Aeration Tank using this online evaluator? To use this online evaluator for Sludge Age given Volume of Aeration Tank, enter Volume of Tank (V), MLSS (X), Maximum Yield Coefficient (Y), Sewage Discharge (Qs), Influent BOD (Qi), Effluent BOD (Qo) & Endogenous Respiration Rate Constant (Ke) and hit the calculate button.

FAQs on Sludge Age given Volume of Aeration Tank

What is the formula to find Sludge Age given Volume of Aeration Tank?
The formula of Sludge Age given Volume of Aeration Tank is expressed as Sludge Age = (Volume of Tank*MLSS)/(Maximum Yield Coefficient*Sewage Discharge*(Influent BOD-Effluent BOD)-Volume of Tank*MLSS*Endogenous Respiration Rate Constant). Here is an example- 5.8E-5 = (9*1.2)/(0.5*10*(0.00048-0.0004)-9*1.2*3.47222222222222E-05).
How to calculate Sludge Age given Volume of Aeration Tank?
With Volume of Tank (V), MLSS (X), Maximum Yield Coefficient (Y), Sewage Discharge (Qs), Influent BOD (Qi), Effluent BOD (Qo) & Endogenous Respiration Rate Constant (Ke) we can find Sludge Age given Volume of Aeration Tank using the formula - Sludge Age = (Volume of Tank*MLSS)/(Maximum Yield Coefficient*Sewage Discharge*(Influent BOD-Effluent BOD)-Volume of Tank*MLSS*Endogenous Respiration Rate Constant).
Can the Sludge Age given Volume of Aeration Tank be negative?
No, the Sludge Age given Volume of Aeration Tank, measured in Time cannot be negative.
Which unit is used to measure Sludge Age given Volume of Aeration Tank?
Sludge Age given Volume of Aeration Tank is usually measured using the Day[d] for Time. Second[d], Millisecond[d], Microsecond[d] are the few other units in which Sludge Age given Volume of Aeration Tank can be measured.
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