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Discharge when End Contractions is suppressed and Velocity is not considered Formula

GoDischarge over Weir without considering Velocity Formula

GoDischarge Passing over Weir considering Velocity Formula

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Francis Discharge with Suppressed End is discharge of flow without the end contraction. Check FAQs

Q Fr' = 1.84 \cdot L w \cdot {S w}^{\frac{3}{2}}

Q_Fr' - Francis Discharge with Suppressed End?L_w - Length of Weir Crest?S_w - Height of Water above Crest of Weir?

Discharge when End Contractions is suppressed and Velocity is not considered Example

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Here is how the Discharge when End Contractions is suppressed and Velocity is not considered equation looks like with Values.

Here is how the Discharge when End Contractions is suppressed and Velocity is not considered equation looks like with Units.

Here is how the Discharge when End Contractions is suppressed and Velocity is not considered equation looks like.

15.6129 = 1.84 \cdot 3 \cdot 2^{\frac{3}{2}}

15.6129m³/s = 1.84 \cdot 3m \cdot {2m}^{\frac{3}{2}}

15.6129 = 1.84 \cdot 3 \cdot 2^{\frac{3}{2}}

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Discharge when End Contractions is suppressed and Velocity is not considered Solution

Follow our step by step solution on how to calculate Discharge when End Contractions is suppressed and Velocity is not considered?

FIRST Step Consider the formula

Q Fr' = 1.84 \cdot L w \cdot {S w}^{\frac{3}{2}}

Next Step Substitute values of Variables

∴

Q Fr' = 1.84 \cdot 3m \cdot {2m}^{\frac{3}{2}}

Next Step Prepare to Evaluate

∴

Q Fr' = 1.84 \cdot 3 \cdot 2^{\frac{3}{2}}

Next Step Evaluate

∴

Q Fr' = 15.612917728599m³/s

LAST Step Rounding Answer

∴

Q Fr' = 15.6129m³/s

Discharge when End Contractions is suppressed and Velocity is not considered Formula Elements

Variables

Francis Discharge with Suppressed End

Francis Discharge with Suppressed End is discharge of flow without the end contraction.

Symbol: Q_Fr'

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value should be greater than 0.

Formulas to find Francis Discharge with Suppressed End

Length of Weir Crest

Length of Weir Crest is the measurement or extent of Weir Crest from end to end.

Symbol: L_w

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Length of Weir Crest

Height of Water above Crest of Weir

Height of Water above Crest of Weir is defined as the water surface height above crest.

Symbol: S_w

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Height of Water above Crest of Weir

Other Formulas to find Francis Discharge with Suppressed End

Go Discharge over Weir without considering Velocity

Q Fr' = (\frac{2}{3}) \cdot C d \cdot \sqrt{2 \cdot g} \cdot L w \cdot {S w}^{\frac{3}{2}}

Go Discharge Passing over Weir considering Velocity

Q Fr' = (\frac{2}{3}) \cdot C d \cdot \sqrt{2 \cdot g} \cdot L w \cdot ({(S w + H V)}^{\frac{3}{2}} - {H V}^{\frac{3}{2}})

Go Discharge for Notch which is to be Calibrated

Q Fr' = k Flow \cdot {S w}^{n}

Go Discharge when End Contractions is suppressed and Velocity is considered

Q Fr' = 1.84 \cdot L w \cdot ({H Stillwater}^{\frac{3}{2}} - {H V}^{\frac{3}{2}})

Other formulas in Discharge category

Go Discharge considering Approach Velocity

Q Fr = (\frac{2}{3}) \cdot C d \cdot \sqrt{2 \cdot g} \cdot (L w - 0.1 \cdot n \cdot H Stillwater) \cdot ({H Stillwater}^{\frac{3}{2}} - {H V}^{\frac{3}{2}})

Go Discharge given Velocity Approach

Q' = v \cdot (b \cdot d f)

How to Evaluate Discharge when End Contractions is suppressed and Velocity is not considered?

Discharge when End Contractions is suppressed and Velocity is not considered evaluator uses Francis Discharge with Suppressed End = 1.84*Length of Weir Crest*Height of Water above Crest of Weir^(3/2) to evaluate the Francis Discharge with Suppressed End, Discharge when End Contractions is suppressed and Velocity is not considered 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 evaluate Discharge when End Contractions is suppressed and Velocity is not considered using this online evaluator? To use this online evaluator for Discharge when End Contractions is suppressed and Velocity is not considered, enter Length of Weir Crest (L_w) & Height of Water above Crest of Weir (S_w) and hit the calculate button.

FAQs on Discharge when End Contractions is suppressed and Velocity is not considered

What is the formula to find Discharge when End Contractions is suppressed and Velocity is not considered?

The formula of Discharge when End Contractions is suppressed and Velocity is not considered is expressed as Francis Discharge with Suppressed End = 1.84*Length of Weir Crest*Height of Water above Crest of Weir^(3/2). Here is an example- 15.61292 = 1.84*3*2^(3/2).

How to calculate Discharge when End Contractions is suppressed and Velocity is not considered?

With Length of Weir Crest (L_w) & Height of Water above Crest of Weir (S_w) we can find Discharge when End Contractions is suppressed and Velocity is not considered using the formula - Francis Discharge with Suppressed End = 1.84*Length of Weir Crest*Height of Water above Crest of Weir^(3/2).

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)
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=Constant of Flow*Height of Water above Crest of Weir^Number of End Contraction

Can the Discharge when End Contractions is suppressed and Velocity is not considered be negative?

No, the Discharge when End Contractions is suppressed and Velocity is not considered, measured in Volumetric Flow Rate cannot be negative.

Which unit is used to measure Discharge when End Contractions is suppressed and Velocity is not considered?

Discharge when End Contractions is suppressed and Velocity is not considered 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 when End Contractions is suppressed and Velocity is not considered can be measured.

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Discharge when End Contractions is suppressed and Velocity is not considered Formula

​GoDischarge over Weir without considering Velocity Formula

​GoDischarge Passing over Weir considering Velocity Formula

Discharge when End Contractions is suppressed and Velocity is not considered Example

Discharge when End Contractions is suppressed and Velocity is not considered Solution

Discharge when End Contractions is suppressed and Velocity is not considered Formula Elements

Other Formulas to find Francis Discharge with Suppressed End

Other formulas in Discharge category

How to Evaluate Discharge when End Contractions is suppressed and Velocity is not considered?

FAQs on Discharge when End Contractions is suppressed and Velocity is not considered

Variable Name

GoDischarge over Weir without considering Velocity Formula

GoDischarge Passing over Weir considering Velocity Formula