Discharge of Full Flow given Hydraulic Mean Depth Ratio Calculator

✖Discharge when pipe is running partially full means water is flowing partially form the pipe.ⓘ Discharge when pipe is running partially full [q]			+10% -10%
✖Roughness coefficient full means roughness coefficient of pipe while running full.ⓘ Roughness coefficient full [N]			+10% -10%
✖Roughness coefficient partially full means roughness coefficient of pipe while running partially full.ⓘ Roughness coefficient partially full [n]			+10% -10%
✖Area of cross-section while running partially full.ⓘ Area of cross-section [a]			+10% -10%
✖Area of cross-section of pipe while running full.ⓘ Area of cross-section of pipe [A]			+10% -10%
✖Hydraulic mean depth ratio is the ratio of hydraulic mean depth of partial flow to full flow.ⓘ Hydraulic mean depth ratio [rR]			+10% -10%

✖Discharge when pipe is running full means water is flowing through the whole cross-section of pipe.ⓘ Discharge of Full Flow given Hydraulic Mean Depth Ratio [Q]

⎘ Copy

👎

Formula

✖

Discharge of Full Flow given Hydraulic Mean Depth Ratio

Formula

`"Q" = "q"/(("N"/"n")*("a"/"A")*("rR")^(1/6))`

Example

`"1.487893m³/s"="3m³/s"/(("0.97"/"0.9")*("5m²"/"3m²")*("2")^(1/6))`

Calculator

LaTeX

Reset

👍

Download Environmental Engineering Formula PDF

Discharge of Full Flow given Hydraulic Mean Depth Ratio Solution

STEP 0: Pre-Calculation Summary

Formula Used

Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6))
Q = q/((N/n)*(a/A)*(rR)^(1/6))
This formula uses 7 Variables

Variables Used

Discharge when pipe is running full - (Measured in Cubic Meter per Second) - Discharge when pipe is running full means water is flowing through the whole cross-section of pipe.
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.
Roughness coefficient full - Roughness coefficient full means roughness coefficient of pipe while running full.
Roughness coefficient partially full - Roughness coefficient partially full means roughness coefficient of pipe while running partially full.
Area of cross-section - (Measured in Square Meter) - Area of cross-section while running partially full.
Area of cross-section of pipe - (Measured in Square Meter) - Area of cross-section of pipe while running full.
Hydraulic mean depth ratio - Hydraulic mean depth ratio is the ratio of hydraulic mean depth of partial flow to full flow.

STEP 1: Convert Input(s) to Base Unit

Discharge when pipe is running partially full: 3 Cubic Meter per Second --> 3 Cubic Meter per Second No Conversion Required
Roughness coefficient full: 0.97 --> No Conversion Required
Roughness coefficient partially full: 0.9 --> No Conversion Required
Area of cross-section: 5 Square Meter --> 5 Square Meter No Conversion Required
Area of cross-section of pipe: 3 Square Meter --> 3 Square Meter No Conversion Required
Hydraulic mean depth ratio: 2 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

Q = q/((N/n)*(a/A)*(rR)^(1/6)) --> 3/((0.97/0.9)*(5/3)*(2)^(1/6))

Evaluating ... ...

Q = 1.48789270452304

STEP 3: Convert Result to Output's Unit

1.48789270452304 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

1.48789270452304 ≈ 1.487893 Cubic Meter per Second <-- Discharge when pipe is running full

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Environmental Engineering » Hydraulic Designs of Sewers and S. W. Drain Sections » Proportionate Hydraulic Elements for Circular Sewers » Discharge and Discharge Ratio through Circular Sewer » Discharge of Full Flow given Hydraulic Mean Depth Ratio

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2200+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< 6 Discharge and Discharge Ratio through Circular Sewer Calculators

Discharge of Full Flow given Hydraulic Mean Depth for Partial flow

Go Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth/Hydraulic mean depth while running full)^(1/6))

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow

Go Discharge when pipe is running partially full = Discharge when pipe is running full*((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth/Hydraulic mean depth while running full)^(1/6))

Self Cleansing Discharge given Hydraulic Mean Depth Ratio

Discharge of Full Flow given Hydraulic Mean Depth Ratio

Discharge Ratio given Hydraulic Mean Depth for Full Flow

Go Discharge ratio = (Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth/Hydraulic mean depth while running full)^(1/6)

Discharge Ratio given Hydraulic Mean Depth Ratio

Go Discharge ratio = (Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6)

Discharge of Full Flow given Hydraulic Mean Depth Ratio Formula

What is self cleansing velocity ?

The criterion for self-cleansing was defined as the minimum velocity needed to prevent the formation of separated dunes in the pipes. For a given sediment concentration the self-cleansing velocity was found to be a maximum at pipe slopes between about 30° and 37.5°.

How to Calculate Discharge of Full Flow given Hydraulic Mean Depth Ratio?

Discharge of Full Flow given Hydraulic Mean Depth Ratio calculator uses Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6)) to calculate the Discharge when pipe is running full, Discharge of Full Flow given Hydraulic Mean Depth Ratio is volumetric flow rate of water that is transported through given cross-sectional area. Discharge when pipe is running full is denoted by Q symbol.

How to calculate Discharge of Full Flow given Hydraulic Mean Depth Ratio using this online calculator? To use this online calculator for Discharge of Full Flow given Hydraulic Mean Depth Ratio, enter Discharge when pipe is running partially full (q), Roughness coefficient full (N), Roughness coefficient partially full (n), Area of cross-section (a), Area of cross-section of pipe (A) & Hydraulic mean depth ratio (rR) and hit the calculate button. Here is how the Discharge of Full Flow given Hydraulic Mean Depth Ratio calculation can be explained with given input values -> 1.487893 = 3/((0.97/0.9)*(5/3)*(2)^(1/6)).

FAQ

What is Discharge of Full Flow given Hydraulic Mean Depth Ratio?

Discharge of Full Flow given Hydraulic Mean Depth Ratio is volumetric flow rate of water that is transported through given cross-sectional area and is represented as Q = q/((N/n)*(a/A)*(rR)^(1/6)) or Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6)). Discharge when pipe is running partially full means water is flowing partially form the pipe, Roughness coefficient full means roughness coefficient of pipe while running full, Roughness coefficient partially full means roughness coefficient of pipe while running partially full, Area of cross-section while running partially full, Area of cross-section of pipe while running full & Hydraulic mean depth ratio is the ratio of hydraulic mean depth of partial flow to full flow.

How to calculate Discharge of Full Flow given Hydraulic Mean Depth Ratio?

Discharge of Full Flow given Hydraulic Mean Depth Ratio is volumetric flow rate of water that is transported through given cross-sectional area is calculated using Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6)). To calculate Discharge of Full Flow given Hydraulic Mean Depth Ratio, you need Discharge when pipe is running partially full (q), Roughness coefficient full (N), Roughness coefficient partially full (n), Area of cross-section (a), Area of cross-section of pipe (A) & Hydraulic mean depth ratio (rR). With our tool, you need to enter the respective value for Discharge when pipe is running partially full, Roughness coefficient full, Roughness coefficient partially full, Area of cross-section, Area of cross-section of pipe & Hydraulic mean depth ratio 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 full?

In this formula, Discharge when pipe is running full uses Discharge when pipe is running partially full, Roughness coefficient full, Roughness coefficient partially full, Area of cross-section, Area of cross-section of pipe & Hydraulic mean depth ratio. We can use 1 other way(s) to calculate the same, which is/are as follows -

Discharge when pipe is running full = Discharge when pipe is running partially full/((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth/Hydraulic mean depth while running full)^(1/6))

Home

FREE PDFs

🔍 Search