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Francis Discharge with Suppressed End is discharge of flow without the end contraction. Check FAQs
QFr'=kFlowSwn
QFr' - Francis Discharge with Suppressed End?kFlow - Constant of Flow?Sw - Height of Water above Crest of Weir?n - Number of End Contraction?

Discharge for Notch which is to be Calibrated Example

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With units
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Here is how the Discharge for Notch which is to be Calibrated equation looks like with Values.

Here is how the Discharge for Notch which is to be Calibrated equation looks like with Units.

Here is how the Discharge for Notch which is to be Calibrated equation looks like.

29.44Edit=1.84Edit2Edit4Edit
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Discharge for Notch which is to be Calibrated Solution

Follow our step by step solution on how to calculate Discharge for Notch which is to be Calibrated?

FIRST Step Consider the formula
QFr'=kFlowSwn
Next Step Substitute values of Variables
QFr'=1.842m4
Next Step Prepare to Evaluate
QFr'=1.8424
LAST Step Evaluate
QFr'=29.44m³/s

Discharge for Notch which is to be Calibrated Formula Elements

Variables
Francis Discharge with Suppressed End
Francis Discharge with Suppressed End is discharge of flow without the end contraction.
Symbol: QFr'
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Constant of Flow
Constant of Flow is calculated from 2/3 * Cd *L*Sqrt(2g).
Symbol: kFlow
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Height of Water above Crest of Weir
Height of Water above Crest of Weir is defined as the water surface height above crest.
Symbol: Sw
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Number of End Contraction
Number of End Contraction 1 can be described as the end contractions acting on a channel.
Symbol: n
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.

Other Formulas to find Francis Discharge with Suppressed End

​Go Discharge over Weir without considering Velocity
QFr'=(23)Cd2gLwSw32
​Go Discharge Passing over Weir considering Velocity
QFr'=(23)Cd2gLw((Sw+HV)32-HV32)
​Go Discharge when End Contractions is suppressed and Velocity is not considered
QFr'=1.84LwSw32
​Go Discharge when End Contractions is suppressed and Velocity is considered
QFr'=1.84Lw(HStillwater32-HV32)

Other formulas in Discharge category

​Go Discharge considering Approach Velocity
QFr=(23)Cd2g(Lw-0.1nHStillwater)(HStillwater32-HV32)
​Go Discharge given Velocity Approach
Q'=v(bdf)

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

Discharge for Notch which is to be Calibrated evaluator uses Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction to evaluate 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 QFr' symbol.

How to evaluate Discharge for Notch which is to be Calibrated using this online evaluator? To use this online evaluator for Discharge for Notch which is to be Calibrated, enter Constant of Flow (kFlow), Height of Water above Crest of Weir (Sw) & Number of End Contraction (n) and hit the calculate button.

FAQs on Discharge for Notch which is to be Calibrated

What is the formula to find Discharge for Notch which is to be Calibrated?
The formula of Discharge for Notch which is to be Calibrated is expressed as Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction. Here is an example- 29.44 = 1.84*2^4.
How to calculate Discharge for Notch which is to be Calibrated?
With Constant of Flow (kFlow), Height of Water above Crest of Weir (Sw) & Number of End Contraction (n) we can find Discharge for Notch which is to be Calibrated using the formula - Francis Discharge with Suppressed End = Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction.
What are the other ways to Calculate Francis Discharge with Suppressed End?
Here are the different ways to Calculate Francis Discharge with Suppressed End-
  • 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)OpenImg
  • 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))OpenImg
  • Francis Discharge with Suppressed End=1.84*Length of Weir Crest*Height of Water above Crest of Weir^(3/2)OpenImg
Can the Discharge for Notch which is to be Calibrated be negative?
No, the Discharge for Notch which is to be Calibrated, measured in Volumetric Flow Rate cannot be negative.
Which unit is used to measure Discharge for Notch which is to be Calibrated?
Discharge for Notch which is to be Calibrated is usually measured using the Cubic Meter per Second[m³/s] for Volumetric Flow Rate. Cubic Meter per Day[m³/s], Cubic Meter per Hour[m³/s], Cubic Meter per Minute[m³/s] are the few other units in which Discharge for Notch which is to be Calibrated can be measured.
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