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Height of Water above Crest of Weir is defined as the water surface height above crest. Check FAQs
Sw=(QFr'kFlow)1n
Sw - Height of Water above Crest of Weir?QFr' - Francis Discharge with Suppressed End?kFlow - Constant of Flow?n - Number of End Contraction?

Head given Discharge through Notch which is to be Calibrated Example

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Here is how the Head given Discharge through Notch which is to be Calibrated equation looks like with Values.

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

Here is how the Head given Discharge through Notch which is to be Calibrated equation looks like.

1.9751Edit=(28Edit1.84Edit)14Edit
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Head given Discharge through Notch which is to be Calibrated Solution

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

FIRST Step Consider the formula
Sw=(QFr'kFlow)1n
Next Step Substitute values of Variables
Sw=(28m³/s1.84)14
Next Step Prepare to Evaluate
Sw=(281.84)14
Next Step Evaluate
Sw=1.9750816408512m
LAST Step Rounding Answer
Sw=1.9751m

Head given Discharge through Notch which is to be Calibrated Formula Elements

Variables
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.
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.
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 Height of Water above Crest of Weir

​Go Head over Crest for given Discharge without Velocity
Sw=(QFr'32Cd2gLw)23
​Go Head over Crest given Discharge Passing over Weir with Velocity
Sw=((QFr'32Cd2gLw)+HV32)23-HV
​Go Head when Bazin Formula for Discharge if Velocity is not considered
Sw=(QBv1m2gLw)23
​Go Head given Coefficient for Bazin Formula
Sw=0.003m-0.405

Other formulas in Hydraulic Head category

​Go Head when End Contractions is suppressed
HStillwater=(QFr'1.84Lw)23
​Go Head when Bazin Formula for Discharge if Velocity is considered
HStillwater=(QBvm2gLw)23
​Go Head given Coefficient using Bazin Formula and Velocity
HStillwater=0.003m-0.405

How to Evaluate Head given Discharge through Notch which is to be Calibrated?

Head given Discharge through Notch which is to be Calibrated evaluator uses Height of Water above Crest of Weir = (Francis Discharge with Suppressed End/Constant of Flow)^(1/Number of End Contraction) to evaluate the Height of Water above Crest of Weir, Head given Discharge through Notch which is to be Calibrated is a specific measurement of liquid pressure above a vertical datum. It is usually measured as a liquid surface elevation. Height of Water above Crest of Weir is denoted by Sw symbol.

How to evaluate Head given Discharge through Notch which is to be Calibrated using this online evaluator? To use this online evaluator for Head given Discharge through Notch which is to be Calibrated, enter Francis Discharge with Suppressed End (QFr'), Constant of Flow (kFlow) & Number of End Contraction (n) and hit the calculate button.

FAQs on Head given Discharge through Notch which is to be Calibrated

What is the formula to find Head given Discharge through Notch which is to be Calibrated?
The formula of Head given Discharge through Notch which is to be Calibrated is expressed as Height of Water above Crest of Weir = (Francis Discharge with Suppressed End/Constant of Flow)^(1/Number of End Contraction). Here is an example- 1.975082 = (28/1.84)^(1/4).
How to calculate Head given Discharge through Notch which is to be Calibrated?
With Francis Discharge with Suppressed End (QFr'), Constant of Flow (kFlow) & Number of End Contraction (n) we can find Head given Discharge through Notch which is to be Calibrated using the formula - Height of Water above Crest of Weir = (Francis Discharge with Suppressed End/Constant of Flow)^(1/Number of End Contraction).
What are the other ways to Calculate Height of Water above Crest of Weir?
Here are the different ways to Calculate Height of Water above Crest of Weir-
  • Height of Water above Crest of Weir=((Francis Discharge with Suppressed End*3)/(2*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest))^(2/3)OpenImg
  • Height of Water above Crest of Weir=(((Francis Discharge with Suppressed End*3)/(2*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest))+Velocity Head^(3/2))^(2/3)-Velocity HeadOpenImg
  • Height of Water above Crest of Weir=(Bazins Discharge without Velocity/(Bazins Coefficient*sqrt(2*Acceleration due to Gravity)*Length of Weir Crest))^(2/3)OpenImg
Can the Head given Discharge through Notch which is to be Calibrated be negative?
No, the Head given Discharge through Notch which is to be Calibrated, measured in Length cannot be negative.
Which unit is used to measure Head given Discharge through Notch which is to be Calibrated?
Head given Discharge through Notch which is to be Calibrated is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Head given Discharge through Notch which is to be Calibrated can be measured.
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