Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2
s = (Vf/(83.5*(n)^(2/3)))^2
This formula uses 3 Variables
Variables Used
Bed slope - Bed slope of the sewer under consideration.
Flow Velocity - (Measured in Meter per Second) - Flow Velocity is the velocity of the flow of any fluid.
Rugosity coefficient - Rugosity coefficient depend upon the type of channel surface.
STEP 1: Convert Input(s) to Base Unit
Flow Velocity: 1.12 Meter per Second --> 1.12 Meter per Second No Conversion Required
Rugosity coefficient: 0.015 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
s = (Vf/(83.5*(n)^(2/3)))^2 --> (1.12/(83.5*(0.015)^(2/3)))^2
Evaluating ... ...
s = 0.0486341595977531
STEP 3: Convert Result to Output's Unit
0.0486341595977531 --> No Conversion Required
FINAL ANSWER
0.0486341595977531 0.048634 <-- Bed slope
(Calculation completed in 00.004 seconds)

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Birsa Institute of Technology (BIT), Sindri
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3 Crimp and Burge's Formula Calculators

Hydraulic Mean Depth given Flow Velocity by Crimp and Burge's Formula
Go Hydraulic mean depth = (Flow Velocity/(sqrt(Bed slope)*83.5))^(3/2)
Flow Velocity by Crimp and Burge's Formula
Go Flow Velocity = 83.5*(Rugosity coefficient)^(2/3)*sqrt(Bed slope)
Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula
Go Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2

Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula Formula

Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2
s = (Vf/(83.5*(n)^(2/3)))^2

What is bed slope ?

The Slope of bed is used to calculate the shear stress at the bed of an open channel containing fluid that is undergoing steady, uniform flow. It is widely used in river engineering.

How to Calculate Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula?

Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula calculator uses Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2 to calculate the Bed slope, The Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula is used to calculate the shear stress at the bed of an open channel containing fluid that is undergoing steady, uniform flow. Bed slope is denoted by s symbol.

How to calculate Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula using this online calculator? To use this online calculator for Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula, enter Flow Velocity (Vf) & Rugosity coefficient (n) and hit the calculate button. Here is how the Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula calculation can be explained with given input values -> 0.048634 = (1.12/(83.5*(0.015)^(2/3)))^2.

FAQ

What is Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula?
The Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula is used to calculate the shear stress at the bed of an open channel containing fluid that is undergoing steady, uniform flow and is represented as s = (Vf/(83.5*(n)^(2/3)))^2 or Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2. Flow Velocity is the velocity of the flow of any fluid & Rugosity coefficient depend upon the type of channel surface.
How to calculate Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula?
The Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula is used to calculate the shear stress at the bed of an open channel containing fluid that is undergoing steady, uniform flow is calculated using Bed slope = (Flow Velocity/(83.5*(Rugosity coefficient)^(2/3)))^2. To calculate Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula, you need Flow Velocity (Vf) & Rugosity coefficient (n). With our tool, you need to enter the respective value for Flow Velocity & Rugosity coefficient 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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