Coefficient of Discharge given Discharge Passing over Weir considering Velocity Solution

STEP 0: Pre-Calculation Summary
Formula Used
Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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)))
Cd = (QFr'*3)/(2*(sqrt(2*g))*Lw*((Sw+HV)^(3/2)-HV^(3/2)))
This formula uses 1 Functions, 6 Variables
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Coefficient of Discharge - Coefficient of Discharge is ratio of Actual discharge to theoretical discharge.
Francis Discharge with Suppressed End - (Measured in Cubic Meter per Second) - Francis Discharge with Suppressed End is discharge of flow without the end contraction.
Acceleration due to Gravity - (Measured in Meter per Square Second) - The Acceleration due to Gravity is acceleration gained by an object because of gravitational force.
Length of Weir Crest - (Measured in Meter) - Length of Weir Crest is the measurement or extent of Weir Crest from end to end.
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.
Velocity Head - (Measured in Meter) - Velocity Head is represented in the term of length unit, also referred to as kinetic head represents the kinetic energy of the fluid.
STEP 1: Convert Input(s) to Base Unit
Francis Discharge with Suppressed End: 28 Cubic Meter per Second --> 28 Cubic Meter per Second No Conversion Required
Acceleration due to Gravity: 9.8 Meter per Square Second --> 9.8 Meter per Square Second No Conversion Required
Length of Weir Crest: 3 Meter --> 3 Meter No Conversion Required
Height of Water above Crest of Weir: 2 Meter --> 2 Meter No Conversion Required
Velocity Head: 4.6 Meter --> 4.6 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Cd = (QFr'*3)/(2*(sqrt(2*g))*Lw*((Sw+HV)^(3/2)-HV^(3/2))) --> (28*3)/(2*(sqrt(2*9.8))*3*((2+4.6)^(3/2)-4.6^(3/2)))
Evaluating ... ...
Cd = 0.446031612289512
STEP 3: Convert Result to Output's Unit
0.446031612289512 --> No Conversion Required
FINAL ANSWER
0.446031612289512 0.446032 <-- Coefficient of Discharge
(Calculation completed in 00.004 seconds)

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17 Flow Over Rectangular Sharp-Crested Weir or Notch Calculators

Rehbocks Formula for Discharge over Rectangular Weir
Go Francis Discharge with Suppressed End = 2/3*(0.605+0.08*(Height of Water above Crest of Weir/Height of Crest)+(0.001/Height of Water above Crest of Weir))*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)
Coefficient of Discharge given Discharge if Velocity considered
Go Coefficient of Discharge = (Francis Discharge*3)/(2*(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)))
Coefficient of Discharge given Discharge if Velocity not considered
Go Coefficient of Discharge = (Francis Discharge*3)/(2*(sqrt(2*Acceleration due to Gravity))*(Length of Weir Crest-0.1*Number of End Contraction*Height of Water above Crest of Weir)*Height of Water above Crest of Weir^(3/2))
Coefficient of Discharge given Discharge Passing over Weir considering Velocity
Go Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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)))
Coefficient of Discharge given Discharge over Weir without considering Velocity
Go Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(sqrt(2*Acceleration due to Gravity))*Length of Weir Crest*Height of Water above Crest of Weir^(3/2))
Coefficient when Bazin Formula for Discharge Velocity is not considered
Go Bazins Coefficient = Bazins Discharge without Velocity/(sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Height of Water above Crest of Weir^(3/2))
Bazins Formula for Discharge if Velocity is not considered
Go Bazins Discharge without Velocity = Bazins Coefficient*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)
Francis Formula for Discharge for Rectangular Notch if Velocity is considered
Go Francis Discharge = 1.84*(Length of Weir Crest-0.1*Number of End Contraction*Still Water Head)*(Still Water Head^(3/2)-Velocity Head^(3/2))
Coefficient when Bazin Formula for Discharge if Velocity is considered
Go Bazins Coefficient = Bazins Discharge with Velocity/(sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Still Water Head^(3/2))
Bazins Formula for Discharge if Velocity is considered
Go Bazins Discharge with Velocity = Bazins Coefficient*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest*Still Water Head^(3/2)
Francis Formula for Discharge for Rectangular Notch if Velocity not considered
Go Francis Discharge = 1.84*(Length of Weir Crest-0.1*Number of End Contraction*Height of Water above Crest of Weir)*Height of Water above Crest of Weir^(3/2)
Rehbocks Formula for Coefficient of Discharge
Go Coefficient of Discharge = 0.605+0.08*(Height of Water above Crest of Weir/Height of Crest)+(0.001/Height of Water above Crest of Weir)
Approach Velocity
Go Velocity of Flow 1 = Discharge by Approach Velocity/(Width of Channel1*Depth of Flow)
Depth of Water Flow in Channel given Velocity Approach
Go Depth of Flow = Discharge by Approach Velocity/(Width of Channel1*Velocity of Flow 1)
Width of Channel given Velocity Approach
Go Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow)
Coefficient for Bazin Formula
Go Bazins Coefficient = 0.405+(0.003/Height of Water above Crest of Weir)
Coefficient for Bazin Formula if Velocity is considered
Go Bazins Coefficient = 0.405+(0.003/Still Water Head)

Coefficient of Discharge given Discharge Passing over Weir considering Velocity Formula

Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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)))
Cd = (QFr'*3)/(2*(sqrt(2*g))*Lw*((Sw+HV)^(3/2)-HV^(3/2)))

What is Discharge?

The Discharge Over the Weir is a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass.

What is a Weir?

A weir or low head dam is a barrier across the width of a river that alters the flow characteristics of water and usually results in a change in the height of the river level. They are also used to control the flow of water for outlets of lakes, ponds, and reservoirs.

How to Calculate Coefficient of Discharge given Discharge Passing over Weir considering Velocity?

Coefficient of Discharge given Discharge Passing over Weir considering Velocity calculator uses Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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))) to calculate the Coefficient of Discharge, Coefficient of Discharge given Discharge Passing over Weir considering Velocity is ratio of actual discharge through nozzle or orifice to theoretical discharge. Coefficient of Discharge is denoted by Cd symbol.

How to calculate Coefficient of Discharge given Discharge Passing over Weir considering Velocity using this online calculator? To use this online calculator for Coefficient of Discharge given Discharge Passing over Weir considering Velocity, enter Francis Discharge with Suppressed End (QFr'), Acceleration due to Gravity (g), Length of Weir Crest (Lw), Height of Water above Crest of Weir (Sw) & Velocity Head (HV) and hit the calculate button. Here is how the Coefficient of Discharge given Discharge Passing over Weir considering Velocity calculation can be explained with given input values -> 0.446032 = (28*3)/(2*(sqrt(2*9.8))*3*((2+4.6)^(3/2)-4.6^(3/2))).

FAQ

What is Coefficient of Discharge given Discharge Passing over Weir considering Velocity?
Coefficient of Discharge given Discharge Passing over Weir considering Velocity is ratio of actual discharge through nozzle or orifice to theoretical discharge and is represented as Cd = (QFr'*3)/(2*(sqrt(2*g))*Lw*((Sw+HV)^(3/2)-HV^(3/2))) or Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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 is discharge of flow without the end contraction, The Acceleration due to Gravity is acceleration gained by an object because of gravitational force, Length of Weir Crest is the measurement or extent of Weir Crest from end to end, Height of Water above Crest of Weir is defined as the water surface height above crest & Velocity Head is represented in the term of length unit, also referred to as kinetic head represents the kinetic energy of the fluid.
How to calculate Coefficient of Discharge given Discharge Passing over Weir considering Velocity?
Coefficient of Discharge given Discharge Passing over Weir considering Velocity is ratio of actual discharge through nozzle or orifice to theoretical discharge is calculated using Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(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))). To calculate Coefficient of Discharge given Discharge Passing over Weir considering Velocity, you need Francis Discharge with Suppressed End (QFr'), Acceleration due to Gravity (g), Length of Weir Crest (Lw), Height of Water above Crest of Weir (Sw) & Velocity Head (HV). With our tool, you need to enter the respective value for Francis Discharge with Suppressed End, Acceleration due to Gravity, Length of Weir Crest, Height of Water above Crest of Weir & Velocity Head 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 Coefficient of Discharge?
In this formula, Coefficient of Discharge uses Francis Discharge with Suppressed End, Acceleration due to Gravity, Length of Weir Crest, Height of Water above Crest of Weir & Velocity Head. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(sqrt(2*Acceleration due to Gravity))*Length of Weir Crest*Height of Water above Crest of Weir^(3/2))
  • Coefficient of Discharge = (Francis Discharge*3)/(2*(sqrt(2*Acceleration due to Gravity))*(Length of Weir Crest-0.1*Number of End Contraction*Height of Water above Crest of Weir)*Height of Water above Crest of Weir^(3/2))
  • Coefficient of Discharge = (Francis Discharge*3)/(2*(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)))
  • Coefficient of Discharge = 0.605+0.08*(Height of Water above Crest of Weir/Height of Crest)+(0.001/Height of Water above Crest of Weir)
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