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Discharge when Pipe Running Partially Full Calculator

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Circular Sewer Section Running Partially Full Circular Sewer Section Running Full

✖The Area of Partially Full Sewers refers to the cross-sectional flow area at a given water depth, crucial for hydraulic and flow rate calculations.ⓘ Area of Partially Full Sewers [a]			+10% -10%
✖Velocity in a Partially Running Sewer is the speed of flow when the sewer isn't fully filled, influenced by depth and slope.ⓘ Velocity in a Partially Running Sewer [V_s]			+10% -10%

✖Discharge when Pipe is Running Partially Full means water is flowing partially form the pipe.ⓘ Discharge when Pipe Running Partially Full [q]

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Discharge when Pipe Running Partially Full Solution

STEP 0: Pre-Calculation Summary

Formula Used

Discharge when Pipe is Running Partially Full = Area of Partially Full Sewers*Velocity in a Partially Running Sewer
q = a*V_s
This formula uses 3 Variables

Variables Used

Discharge when Pipe is Running Partially Full - (Measured in Cubic Meter per Second) - Discharge when Pipe is Running Partially Full means water is flowing partially form the pipe.
Area of Partially Full Sewers - (Measured in Square Meter) - The Area of Partially Full Sewers refers to the cross-sectional flow area at a given water depth, crucial for hydraulic and flow rate calculations.
Velocity in a Partially Running Sewer - (Measured in Meter per Second) - Velocity in a Partially Running Sewer is the speed of flow when the sewer isn't fully filled, influenced by depth and slope.

STEP 1: Convert Input(s) to Base Unit

Area of Partially Full Sewers: 3.8 Square Meter --> 3.8 Square Meter No Conversion Required
Velocity in a Partially Running Sewer: 4.6 Meter per Second --> 4.6 Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

q = a*V_s --> 3.8*4.6

Evaluating ... ...

q = 17.48

STEP 3: Convert Result to Output's Unit

17.48 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

17.48 Cubic Meter per Second <-- Discharge when Pipe is Running Partially Full

(Calculation completed in 00.020 seconds)

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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Meerut Institute of Engineering and Technology (MIET), Meerut

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< Circular Sewer Section Running Partially Full Calculators

Roughness Coefficient while Running Partially Full using Proportionate Velocity

LaTeX Go Roughness Coefficient Partially Full = (Roughness Coefficient for Running Full/Proportionate Velocity)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(2/3)

Hydraulic Mean Depth while Running Partially Full given Proportionate Hydraulic Mean Depth

LaTeX Go Hydraulic Mean Depth for Partially Full = Hydraulic Mean Depth while Running Full*Proportionate Hydraulic Mean Depth

Velocity while Running Partially Full given Proportionate Velocity

LaTeX Go Velocity in a Partially Running Sewer = Velocity While Running Full*Proportionate Velocity

Area of Cross-section while Running Partially Full given Proportionate Area

LaTeX Go Area of Partially Full Sewers = Proportionate Area*Area of Running Full Sewers

Discharge when Pipe Running Partially Full Formula

LaTeX Go

Discharge when Pipe is Running Partially Full = Area of Partially Full Sewers*Velocity in a Partially Running Sewer
q = a*V_s

What is effluent discharge ?

Effluent discharge is liquid waste, other than waste from kitchens or toilets, surface water or domestic sewage. Often referred to as 'trade effluent' or 'wastewater', effluent discharge usually flows from the premises directly into the main sewer network.

How to Calculate Discharge when Pipe Running Partially Full?

Discharge when Pipe Running Partially Full calculator uses Discharge when Pipe is Running Partially Full = Area of Partially Full Sewers*Velocity in a Partially Running Sewer to calculate the Discharge when Pipe is Running Partially Full, The Discharge when Pipe Running Partially Full is defined as the flow rate of fluid in a pipe when it is not fully filled, affected by depth and velocity. Discharge when Pipe is Running Partially Full is denoted by q symbol.

How to calculate Discharge when Pipe Running Partially Full using this online calculator? To use this online calculator for Discharge when Pipe Running Partially Full, enter Area of Partially Full Sewers (a) & Velocity in a Partially Running Sewer (V_s) and hit the calculate button. Here is how the Discharge when Pipe Running Partially Full calculation can be explained with given input values -> 17.48 = 3.8*4.6.

FAQ

What is Discharge when Pipe Running Partially Full?

The Discharge when Pipe Running Partially Full is defined as the flow rate of fluid in a pipe when it is not fully filled, affected by depth and velocity and is represented as q = a*V_s or Discharge when Pipe is Running Partially Full = Area of Partially Full Sewers*Velocity in a Partially Running Sewer. The Area of Partially Full Sewers refers to the cross-sectional flow area at a given water depth, crucial for hydraulic and flow rate calculations & Velocity in a Partially Running Sewer is the speed of flow when the sewer isn't fully filled, influenced by depth and slope.

How to calculate Discharge when Pipe Running Partially Full?

The Discharge when Pipe Running Partially Full is defined as the flow rate of fluid in a pipe when it is not fully filled, affected by depth and velocity is calculated using Discharge when Pipe is Running Partially Full = Area of Partially Full Sewers*Velocity in a Partially Running Sewer. To calculate Discharge when Pipe Running Partially Full, you need Area of Partially Full Sewers (a) & Velocity in a Partially Running Sewer (V_s). With our tool, you need to enter the respective value for Area of Partially Full Sewers & Velocity in a Partially Running Sewer 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 Discharge when Pipe is Running Partially Full?

In this formula, Discharge when Pipe is Running Partially Full uses Area of Partially Full Sewers & Velocity in a Partially Running Sewer. We can use 1 other way(s) to calculate the same, which is/are as follows -

Discharge when Pipe is Running Partially Full = (Proportionate Discharge*Discharge when Pipe is Running Full)

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