Discharge of Full Flow given Hydraulic Mean Depth for Partial flow 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/Hydraulic mean depth while running full)^(1/6))
Q = q/((N/n)*(a/A)*(r/R)^(1/6))
This formula uses 8 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 - (Measured in Meter) - Hydraulic mean depth while running partially full.
Hydraulic mean depth while running full - (Measured in Meter) - Hydraulic mean depth while running full means hmd of pipe while running full.
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: 3 Meter --> 3 Meter No Conversion Required
Hydraulic mean depth while running full: 5 Meter --> 5 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Q = q/((N/n)*(a/A)*(r/R)^(1/6)) --> 3/((0.97/0.9)*(5/3)*(3/5)^(1/6))
Evaluating ... ...
Q = 1.81851995859273
STEP 3: Convert Result to Output's Unit
1.81851995859273 Cubic Meter per Second --> No Conversion Required
FINAL ANSWER
1.81851995859273 1.81852 Cubic Meter per Second <-- Discharge when pipe is running full
(Calculation completed in 00.004 seconds)

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
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 ratio)^(1/6))
Discharge of Full Flow given Hydraulic Mean Depth Ratio
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 ratio)^(1/6))
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 for Partial flow Formula

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))
Q = q/((N/n)*(a/A)*(r/R)^(1/6))

What is hydraulic mean depth ?

Hydraulic depth, abbreviated as dh, also called hydraulic mean depth, is the area cross-section of water in a pipe or channel divided by the wetting perimeter.

How to Calculate Discharge of Full Flow given Hydraulic Mean Depth for Partial flow?

Discharge of Full Flow given Hydraulic Mean Depth for Partial flow 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/Hydraulic mean depth while running full)^(1/6)) to calculate the Discharge when pipe is running full, Discharge of Full Flow given Hydraulic Mean Depth for Partial flow 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 for Partial flow using this online calculator? To use this online calculator for Discharge of Full Flow given Hydraulic Mean Depth for Partial flow, 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 (r) & Hydraulic mean depth while running full (R) and hit the calculate button. Here is how the Discharge of Full Flow given Hydraulic Mean Depth for Partial flow calculation can be explained with given input values -> 1.81852 = 3/((0.97/0.9)*(5/3)*(3/5)^(1/6)).

FAQ

What is Discharge of Full Flow given Hydraulic Mean Depth for Partial flow?
Discharge of Full Flow given Hydraulic Mean Depth for Partial flow is volumetric flow rate of water that is transported through given cross-sectional area and is represented as Q = q/((N/n)*(a/A)*(r/R)^(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/Hydraulic mean depth while running full)^(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 while running partially full & Hydraulic mean depth while running full means hmd of pipe while running full.
How to calculate Discharge of Full Flow given Hydraulic Mean Depth for Partial flow?
Discharge of Full Flow given Hydraulic Mean Depth for Partial flow 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/Hydraulic mean depth while running full)^(1/6)). To calculate Discharge of Full Flow given Hydraulic Mean Depth for Partial flow, 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 (r) & Hydraulic mean depth while running full (R). 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 & Hydraulic mean depth while running full 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 & Hydraulic mean depth while running full. 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 ratio)^(1/6))
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!