Hydraulic Retention Time given Volume of Rapid Mix Basin Solution

STEP 0: Pre-Calculation Summary
Formula Used
Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow
θ = Vrapid/W
This formula uses 3 Variables
Variables Used
Hydraulic Retention Time - (Measured in Second) - Hydraulic Retention Time defined as the ratio between the reactor volume and the feed flow rate, represents the average time the cells and substrates stay inside the reactor.
Volume of Rapid mix Basin - (Measured in Cubic Meter) - Volume of rapid mix basin is defined as the capacity of rapid mix basin.
Waste water flow - (Measured in Cubic Meter per Second) - Waste water flow are generated from domestic, industrial, and commercial uses.
STEP 1: Convert Input(s) to Base Unit
Volume of Rapid mix Basin: 196 Cubic Meter --> 196 Cubic Meter No Conversion Required
Waste water flow: 28 Cubic Meter per Second --> 28 Cubic Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
θ = Vrapid/W --> 196/28
Evaluating ... ...
θ = 7
STEP 3: Convert Result to Output's Unit
7 Second --> No Conversion Required
FINAL ANSWER
7 Second <-- Hydraulic Retention Time
(Calculation completed in 00.004 seconds)

Credits

Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Verified by M Naveen
National Institute of Technology (NIT), Warangal
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19 Design of Rapid Mix Basin and Flocculation Basin Calculators

Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations
Go Mean velocity gradient = sqrt(Power requirement/(Dynamic Viscosity*Volume of Tank))
Mean Velocity Gradient given Power Requirement for Flocculation
Go Mean velocity gradient = sqrt(Power requirement/(Dynamic Viscosity*Volume of Tank))
Mean Velocity Gradient given Power Requirement
Go Mean velocity gradient = sqrt(Power requirement/(Dynamic Viscosity*Volume of Tank))
Flow Rate of Secondary Effluent given Volume of Flocculation Basin
Go Flow rate of secondary effluent = (Volume of Tank*Time in min per day)/Retention Time
Time in Minutes Per Day given Volume of Flocculation Basin
Go Time in min per day = (Retention Time*Flow rate of secondary effluent)/Volume of Tank
Retention Time given Volume of Flocculation Basin
Go Retention Time = (Volume of Tank*Time in min per day)/Flow rate of secondary effluent
Required Volume of Flocculation Basin
Go Volume of Tank = (Retention Time*Flow rate of secondary effluent)/Time in min per day
Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations
Go Volume of Tank = (Power requirement/((Mean velocity gradient)^2*Dynamic Viscosity))
Dynamic Viscosity given Power Requirement for Rapid Mixing Operations
Go Dynamic Viscosity = (Power requirement/((Mean velocity gradient)^2*Volume of Tank))
Volume of Flocculation Basin given power requirement for flocculation
Go Volume of Tank = (Power requirement/((Mean velocity gradient)^2*Dynamic Viscosity))
Dynamic Viscosity given Power Requirement for Flocculation
Go Dynamic Viscosity = (Power requirement/((Mean velocity gradient)^2*Volume of Tank))
Volume of Mixing Tank given Mean Velocity Gradient
Go Volume of Tank = (Power requirement/((Mean velocity gradient)^2*Dynamic Viscosity))
Dynamic Viscosity given Mean Velocity Gradient
Go Dynamic Viscosity = (Power requirement/((Mean velocity gradient)^2*Volume of Tank))
Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go Power requirement = (Mean velocity gradient)^2*Dynamic Viscosity*Volume of Tank
Power Requirement for Flocculation in Direct Filtration Process
Go Power requirement = (Mean velocity gradient)^2*Dynamic Viscosity*Volume of Tank
Power Requirement given Mean Velocity Gradient
Go Power requirement = (Mean velocity gradient)^2*Dynamic Viscosity*Volume of Tank
Hydraulic Retention Time given Volume of Rapid Mix Basin
Go Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow
Wastewater Flow given Volume of Rapid Mix Basin
Go Waste water flow = Volume of Rapid mix Basin/Hydraulic Retention Time
Volume of Rapid Mix Basin
Go Volume of Rapid mix Basin = Hydraulic Retention Time*Waste water flow

3 Hydraulic Retention Time Calculators

Hydraulic Retention Time given Food to Microorganism Ratio
Go Hydraulic Retention Time = F:M Ratio/(Influent Substrate Concentration*MLVSS)
Hydraulic Retention Time given Volume of Rapid Mix Basin
Go Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow
Hydraulic Retention Time given Volume Required for Anaerobic Digester
Go Hydraulic Retention Time = (Volume/Influent Sludge Flow Rate)

Hydraulic Retention Time given Volume of Rapid Mix Basin Formula

Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow
θ = Vrapid/W

What is Hydraulic Retention Time ?

The Hydraulic retention time (HRT) is a measure of the average length of time that a soluble compound remains in a constructed bioreactor. The volume of the aeration tank divided by the influent flow rate is τ (tau), the hydraulic retention time.

How to Calculate Hydraulic Retention Time given Volume of Rapid Mix Basin?

Hydraulic Retention Time given Volume of Rapid Mix Basin calculator uses Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow to calculate the Hydraulic Retention Time, The Hydraulic Retention Time given Volume of Rapid Mix Basin is defined as a measure of the average length of time that a soluble compound remains in a constructed bioreactor. Hydraulic Retention Time is denoted by θ symbol.

How to calculate Hydraulic Retention Time given Volume of Rapid Mix Basin using this online calculator? To use this online calculator for Hydraulic Retention Time given Volume of Rapid Mix Basin, enter Volume of Rapid mix Basin (Vrapid) & Waste water flow (W) and hit the calculate button. Here is how the Hydraulic Retention Time given Volume of Rapid Mix Basin calculation can be explained with given input values -> 7 = 196/28.

FAQ

What is Hydraulic Retention Time given Volume of Rapid Mix Basin?
The Hydraulic Retention Time given Volume of Rapid Mix Basin is defined as a measure of the average length of time that a soluble compound remains in a constructed bioreactor and is represented as θ = Vrapid/W or Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow. Volume of rapid mix basin is defined as the capacity of rapid mix basin & Waste water flow are generated from domestic, industrial, and commercial uses.
How to calculate Hydraulic Retention Time given Volume of Rapid Mix Basin?
The Hydraulic Retention Time given Volume of Rapid Mix Basin is defined as a measure of the average length of time that a soluble compound remains in a constructed bioreactor is calculated using Hydraulic Retention Time = Volume of Rapid mix Basin/Waste water flow. To calculate Hydraulic Retention Time given Volume of Rapid Mix Basin, you need Volume of Rapid mix Basin (Vrapid) & Waste water flow (W). With our tool, you need to enter the respective value for Volume of Rapid mix Basin & Waste water flow 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 Hydraulic Retention Time?
In this formula, Hydraulic Retention Time uses Volume of Rapid mix Basin & Waste water flow. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Hydraulic Retention Time = F:M Ratio/(Influent Substrate Concentration*MLVSS)
  • Hydraulic Retention Time = (Volume/Influent Sludge Flow Rate)
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