Discharge for Notch which is to be Calibrated Calculator

✖Constant of Flow is calculated from 2/3 * Cd LSqrt(2g).ⓘ Constant of Flow [k_Flow]			+10% -10%
✖Height of Water above Crest of Weir is defined as the water surface height above crest.ⓘ Height of Water above Crest of Weir [S_w]			+10% -10%
✖Number of End Contraction 1 can be described as the end contractions acting on a channel.ⓘ Number of End Contraction [n]			+10% -10%

✖Francis Discharge with Suppressed End is discharge of flow without the end contraction.ⓘ Discharge for Notch which is to be Calibrated [Q_Fr']

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Discharge for Notch which is to be Calibrated Solution

STEP 0: Pre-Calculation Summary

Formula Used

Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction
Q_Fr' = k_Flow*S_w^n
This formula uses 4 Variables

Variables Used

Francis Discharge with Suppressed End - (Measured in Cubic Meter per Second) - Francis Discharge with Suppressed End is discharge of flow without the end contraction.
Constant of Flow - Constant of Flow is calculated from 2/3 * Cd *L*Sqrt(2g).
Height of Water above Crest of Weir - (Measured in Meter) - Height of Water above Crest of Weir is defined as the water surface height above crest.
Number of End Contraction - Number of End Contraction 1 can be described as the end contractions acting on a channel.

STEP 1: Convert Input(s) to Base Unit

Constant of Flow: 1.84 --> No Conversion Required
Height of Water above Crest of Weir: 2 Meter --> 2 Meter No Conversion Required
Number of End Contraction: 4 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

Q_Fr' = k_Flow*S_w^n --> 1.84*2^4

Evaluating ... ...

Q_Fr' = 29.44

STEP 3: Convert Result to Output's Unit

29.44 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

29.44 Cubic Meter per Second <-- Francis Discharge with Suppressed End

(Calculation completed in 00.004 seconds)

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Created by M Naveen

National Institute of Technology (NIT), Warangal

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National Institute of Technology Karnataka (NITK), Surathkal

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< Discharge Calculators

Discharge considering Approach Velocity

LaTeX Go Francis Discharge = (2/3)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*(Length of Weir Crest-0.1*Number of End Contraction*Still Water Head)*(Still Water Head^(3/2)-Velocity Head^(3/2))

Discharge Passing over Weir considering Velocity

LaTeX Go Francis Discharge with Suppressed End = (2/3)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*((Height of Water above Crest of Weir+Velocity Head)^(3/2)-Velocity Head^(3/2))

Discharge over Weir without considering Velocity

LaTeX Go Francis Discharge with Suppressed End = (2/3)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)

Discharge given Velocity Approach

LaTeX Go Discharge by Approach Velocity = Velocity of Flow 1*(Width of Channel1*Depth of Flow)

Discharge for Notch which is to be Calibrated Formula

LaTeX Go

Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction
Q_Fr' = k_Flow*S_w^n

What is meant by Head?

Hydraulic head is a specific measurement of liquid pressure above a vertical datum. It is usually measured as a liquid surface elevation.

How to Calculate Discharge for Notch which is to be Calibrated?

Discharge for Notch which is to be Calibrated calculator uses Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction to calculate the Francis Discharge with Suppressed End, Discharge for Notch which is to be Calibrated is defined as a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass. Francis Discharge with Suppressed End is denoted by Q_Fr' symbol.

How to calculate Discharge for Notch which is to be Calibrated using this online calculator? To use this online calculator for Discharge for Notch which is to be Calibrated, enter Constant of Flow (k_Flow), Height of Water above Crest of Weir (S_w) & Number of End Contraction (n) and hit the calculate button. Here is how the Discharge for Notch which is to be Calibrated calculation can be explained with given input values -> 29.44 = 1.84*2^4.

FAQ

What is Discharge for Notch which is to be Calibrated?

Discharge for Notch which is to be Calibrated is defined as a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass and is represented as Q_Fr' = k_Flow*S_w^n or Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction. Constant of Flow is calculated from 2/3 * Cd *L*Sqrt(2g), Height of Water above Crest of Weir is defined as the water surface height above crest & Number of End Contraction 1 can be described as the end contractions acting on a channel.

How to calculate Discharge for Notch which is to be Calibrated?

Discharge for Notch which is to be Calibrated is defined as a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass is calculated using Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction. To calculate Discharge for Notch which is to be Calibrated, you need Constant of Flow (k_Flow), Height of Water above Crest of Weir (S_w) & Number of End Contraction (n). With our tool, you need to enter the respective value for Constant of Flow, Height of Water above Crest of Weir & Number of End Contraction 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 Francis Discharge with Suppressed End?

In this formula, Francis Discharge with Suppressed End uses Constant of Flow, Height of Water above Crest of Weir & Number of End Contraction. We can use 3 other way(s) to calculate the same, which is/are as follows -

Francis Discharge with Suppressed End = (2/3)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)
Francis Discharge with Suppressed End = (2/3)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*((Height of Water above Crest of Weir+Velocity Head)^(3/2)-Velocity Head^(3/2))
Francis Discharge with Suppressed End = 1.84*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)

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