Time in Minutes Per Day given Volume of Flocculation Basin Solution

STEP 0: Pre-Calculation Summary
Formula Used
Time in Min Per Day = (Retention Time*Flow Rate of Secondary Effluent)/Volume of Tank
Tm/d = (T*Qe)/V
This formula uses 4 Variables
Variables Used
Time in Min Per Day - Time in Min Per Day is the ratio of time in min to time in day.
Retention Time - (Measured in Second) - Retention Time refers to the duration a substance remains within a particular system or environment before being removed or degraded.
Flow Rate of Secondary Effluent - (Measured in Cubic Meter per Second) - Flow Rate of Secondary Effluent refers to the volume of treated wastewater that exits the secondary treatment process in a wastewater treatment plant.
Volume of Tank - (Measured in Cubic Meter) - Volume of Tank refers to the total capacity or size of a tank used for storing liquids, such as water, chemicals, or wastewater.
STEP 1: Convert Input(s) to Base Unit
Retention Time: 5 Second --> 5 Second No Conversion Required
Flow Rate of Secondary Effluent: 0.54 Cubic Meter per Second --> 0.54 Cubic Meter per Second No Conversion Required
Volume of Tank: 9 Cubic Meter --> 9 Cubic Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Tm/d = (T*Qe)/V --> (5*0.54)/9
Evaluating ... ...
Tm/d = 0.3
STEP 3: Convert Result to Output's Unit
0.3 --> No Conversion Required
FINAL ANSWER
0.3 <-- Time in Min Per Day
(Calculation completed in 00.020 seconds)

Credits

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Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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National Institute of Technology Karnataka (NITK), Surathkal
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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

Time in Minutes Per Day given Volume of Flocculation Basin Formula

Time in Min Per Day = (Retention Time*Flow Rate of Secondary Effluent)/Volume of Tank
Tm/d = (T*Qe)/V

What is Retention Time?

Retention time is the time that a solute spends in a column or it can be defined as the time spent in the stationary and mobile phases. The longer retention time depends on the interaction of the stationary phase. The stronger the interaction, the more will be the interaction time.

How to Calculate Time in Minutes Per Day given Volume of Flocculation Basin?

Time in Minutes Per Day given Volume of Flocculation Basin calculator uses Time in Min Per Day = (Retention Time*Flow Rate of Secondary Effluent)/Volume of Tank to calculate the Time in Min Per Day, The Time in Minutes Per Day given Volume of Flocculation Basin is defined as relationship between time in minutes per day and volume of flocculation basin and when other parameters are known. Time in Min Per Day is denoted by Tm/d symbol.

How to calculate Time in Minutes Per Day given Volume of Flocculation Basin using this online calculator? To use this online calculator for Time in Minutes Per Day given Volume of Flocculation Basin, enter Retention Time (T), Flow Rate of Secondary Effluent (Qe) & Volume of Tank (V) and hit the calculate button. Here is how the Time in Minutes Per Day given Volume of Flocculation Basin calculation can be explained with given input values -> 0.277778 = (5*0.54)/9.

FAQ

What is Time in Minutes Per Day given Volume of Flocculation Basin?
The Time in Minutes Per Day given Volume of Flocculation Basin is defined as relationship between time in minutes per day and volume of flocculation basin and when other parameters are known and is represented as Tm/d = (T*Qe)/V or Time in Min Per Day = (Retention Time*Flow Rate of Secondary Effluent)/Volume of Tank. Retention Time refers to the duration a substance remains within a particular system or environment before being removed or degraded, Flow Rate of Secondary Effluent refers to the volume of treated wastewater that exits the secondary treatment process in a wastewater treatment plant & Volume of Tank refers to the total capacity or size of a tank used for storing liquids, such as water, chemicals, or wastewater.
How to calculate Time in Minutes Per Day given Volume of Flocculation Basin?
The Time in Minutes Per Day given Volume of Flocculation Basin is defined as relationship between time in minutes per day and volume of flocculation basin and when other parameters are known is calculated using Time in Min Per Day = (Retention Time*Flow Rate of Secondary Effluent)/Volume of Tank. To calculate Time in Minutes Per Day given Volume of Flocculation Basin, you need Retention Time (T), Flow Rate of Secondary Effluent (Qe) & Volume of Tank (V). With our tool, you need to enter the respective value for Retention Time, Flow Rate of Secondary Effluent & Volume of Tank 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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