Head on Entrance measured from Bottom of Culvert Solution

STEP 0: Pre-Calculation Summary
Formula Used
Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow
Hin = (Ke+1)*(vm*vm/(2*[g]))+h
This formula uses 1 Constants, 4 Variables
Constants Used
[g] - Gravitational acceleration on Earth Value Taken As 9.80665
Variables Used
Total Head at Entrance of Flow - (Measured in Meter) - Total Head at Entrance of Flow is the measure of fluid's potential at the entrance.
Entrance Loss Coefficient - Entrance Loss Coefficient is defined as the amount of head lost at entrance.
Mean Velocity of Culverts - (Measured in Meter per Second) - Mean Velocity of Culverts is defined as the average velocity of a fluid at a point and over an arbitrary time T.
Normal Depth of Flow - (Measured in Meter) - Normal Depth of Flow is a depth of flow in a channel or culvert when the slope of the water surface and channel bottom is the same and the water depth remains constant.
STEP 1: Convert Input(s) to Base Unit
Entrance Loss Coefficient: 0.85 --> No Conversion Required
Mean Velocity of Culverts: 10 Meter per Second --> 10 Meter per Second No Conversion Required
Normal Depth of Flow: 1.2 Meter --> 1.2 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Hin = (Ke+1)*(vm*vm/(2*[g]))+h --> (0.85+1)*(10*10/(2*[g]))+1.2
Evaluating ... ...
Hin = 10.6323749700458
STEP 3: Convert Result to Output's Unit
10.6323749700458 Meter --> No Conversion Required
FINAL ANSWER
10.6323749700458 10.63237 Meter <-- Total Head at Entrance of Flow
(Calculation completed in 00.020 seconds)

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Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Culverts on Subcritical Slopes Calculators

Entrance Loss Coefficient using formula for Head on Entrance measured from Bottom of Culvert
​ LaTeX ​ Go Entrance Loss Coefficient = ((Total Head at Entrance of Flow-Normal Depth of Flow)/(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g])))-1
Normal Depth of Flow given Head on Entrance measured from Bottom of Culvert
​ LaTeX ​ Go Normal Depth of Flow = Total Head at Entrance of Flow-(Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))
Head on Entrance measured from Bottom of Culvert
​ LaTeX ​ Go Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow
Velocity of Flow given Head on Entrance measured from Bottom of Culvert
​ LaTeX ​ Go Mean Velocity of Culverts = sqrt((Total Head at Entrance of Flow-Normal Depth of Flow)*(2*[g])/(Entrance Loss Coefficient+1))

Head on Entrance measured from Bottom of Culvert Formula

​LaTeX ​Go
Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow
Hin = (Ke+1)*(vm*vm/(2*[g]))+h

What is Normal Depth?

Normal depth is the depth of flow in a channel or culvert when the slope of the water surface and channel bottom is the same and the water depth remains constant. Normal depth occurs when gravitational force of the water is equal to the friction drag along the culvert and there is no acceleration of flow.

what is the Head on Entrance?

The Head on Entrance measured from Bottom of Culvert is defined as the amount of potential energy at the entrance of the culvert.

How to Calculate Head on Entrance measured from Bottom of Culvert?

Head on Entrance measured from Bottom of Culvert calculator uses Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow to calculate the Total Head at Entrance of Flow, The Head on Entrance measured from Bottom of Culvert is defined as amount of potential energy at the entrance of culverts. Total Head at Entrance of Flow is denoted by Hin symbol.

How to calculate Head on Entrance measured from Bottom of Culvert using this online calculator? To use this online calculator for Head on Entrance measured from Bottom of Culvert, enter Entrance Loss Coefficient (Ke), Mean Velocity of Culverts (vm) & Normal Depth of Flow (h) and hit the calculate button. Here is how the Head on Entrance measured from Bottom of Culvert calculation can be explained with given input values -> 10.63237 = (0.85+1)*(10*10/(2*[g]))+1.2.

FAQ

What is Head on Entrance measured from Bottom of Culvert?
The Head on Entrance measured from Bottom of Culvert is defined as amount of potential energy at the entrance of culverts and is represented as Hin = (Ke+1)*(vm*vm/(2*[g]))+h or Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow. Entrance Loss Coefficient is defined as the amount of head lost at entrance, Mean Velocity of Culverts is defined as the average velocity of a fluid at a point and over an arbitrary time T & Normal Depth of Flow is a depth of flow in a channel or culvert when the slope of the water surface and channel bottom is the same and the water depth remains constant.
How to calculate Head on Entrance measured from Bottom of Culvert?
The Head on Entrance measured from Bottom of Culvert is defined as amount of potential energy at the entrance of culverts is calculated using Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*(Mean Velocity of Culverts*Mean Velocity of Culverts/(2*[g]))+Normal Depth of Flow. To calculate Head on Entrance measured from Bottom of Culvert, you need Entrance Loss Coefficient (Ke), Mean Velocity of Culverts (vm) & Normal Depth of Flow (h). With our tool, you need to enter the respective value for Entrance Loss Coefficient, Mean Velocity of Culverts & Normal Depth of Flow 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 Total Head at Entrance of Flow?
In this formula, Total Head at Entrance of Flow uses Entrance Loss Coefficient, Mean Velocity of Culverts & Normal Depth of Flow. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Total Head at Entrance of Flow = (Entrance Loss Coefficient+1)*((2.2*Bed Slope of Channel*Hydraulic Radius of Channel^(4/3)/(Manning’s Roughness Coefficient*Manning’s Roughness Coefficient))/(2*[g]))+Normal Depth of Flow
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