Maximum Discharge of Broad Crested Weir if Critical Depth is Constant Calculator

✖Coefficient of Discharge is ratio of Actual discharge to theoretical discharge.ⓘ Coefficient of Discharge [C_d]			+10% -10%
✖Length of Weir Crest is the measurement or extent of Weir Crest from end to end.ⓘ Length of Weir Crest [L_w]			+10% -10%
✖Total Head is the combination of weir crested and additional head.ⓘ Total Head [H]			+10% -10%

✖Max Discharge Over Broad Crested Weir is max discharge of the quantity of any fluid flow over unit time. The quantity may be either volume or mass.ⓘ Maximum Discharge of Broad Crested Weir if Critical Depth is Constant [Q_W(max)]

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Formula

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Maximum Discharge of Broad Crested Weir if Critical Depth is Constant

Formula

`"Q"_{"W(max)"} = 1.70*"C"_{"d"}*"L"_{"w"}*("H")^(3/2)`

Example

`"37.63302m³/s"= 1.70*"0.66"*"3m"*("5m")^(3/2)`

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Maximum Discharge of Broad Crested Weir if Critical Depth is Constant Solution

STEP 0: Pre-Calculation Summary

Formula Used

Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2)
Q_W(max) = 1.70*C_d*L_w*(H)^(3/2)
This formula uses 4 Variables

Variables Used

Max Discharge Over Broad Crested Weir - (Measured in Cubic Meter per Second) - Max Discharge Over Broad Crested Weir is max discharge of the quantity of any fluid flow over unit time. The quantity may be either volume or mass.
Coefficient of Discharge - Coefficient of Discharge is ratio of Actual discharge to theoretical discharge.
Length of Weir Crest - (Measured in Meter) - Length of Weir Crest is the measurement or extent of Weir Crest from end to end.
Total Head - (Measured in Meter) - Total Head is the combination of weir crested and additional head.

STEP 1: Convert Input(s) to Base Unit

Coefficient of Discharge: 0.66 --> No Conversion Required
Length of Weir Crest: 3 Meter --> 3 Meter No Conversion Required
Total Head: 5 Meter --> 5 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

Q_W(max) = 1.70*C_d*L_w*(H)^(3/2) --> 1.70*0.66*3*(5)^(3/2)

Evaluating ... ...

Q_W(max) = 37.6330240613215

STEP 3: Convert Result to Output's Unit

37.6330240613215 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

37.6330240613215 ≈ 37.63302 Cubic Meter per Second <-- Max Discharge Over Broad Crested Weir

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Hydraulics and Waterworks » Flow Over Notches and Weirs » Broad Crested Weir » Maximum Discharge of Broad Crested Weir if Critical Depth is Constant

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< 20 Broad Crested Weir Calculators

Coefficient of Discharge given Actual Discharge over Broad Crested Weir

Go Coefficient of Discharge = Actual Discharge over Broad Crested Weir/(Length of Weir Crest*Critical Depth of Weir*sqrt((2*Acceleration due to Gravity)*(Total Head-Critical Depth of Weir)))

Length of Crest given Actual Discharge over Broad Crested Weir

Go Length of Weir Crest = Actual Discharge over Broad Crested Weir/(Coefficient of Discharge*Critical Depth of Weir*sqrt((2*Acceleration due to Gravity)*(Total Head-Critical Depth of Weir)))

Actual Discharge over Broad Crested Weir

Go Actual Discharge over Broad Crested Weir = Coefficient of Discharge*Length of Weir Crest*Critical Depth of Weir*sqrt((2*Acceleration due to Gravity)*(Total Head-Critical Depth of Weir))

Total Head for Actual Discharge over Broad Crested Weir

Go Total Head = (((Actual Discharge over Broad Crested Weir/(Coefficient of Discharge*Length of Weir Crest*Critical Depth of Weir))^2)*(1/(2*Acceleration due to Gravity)))+Critical Depth of Weir

Length of Crest given Discharge over Weir

Go Length of Weir Crest = Discharge Over Broad Crested Weir/(Critical Depth of Weir*sqrt((2*[g])*(Total Head-Critical Depth of Weir)))

Discharge over Broad Crested Weir

Go Discharge Over Broad Crested Weir = Length of Weir Crest*Critical Depth of Weir*sqrt((2*[g])*(Total Head-Critical Depth of Weir))

Total Head given Discharge over Weir Crest

Go Total Head = ((Discharge Over Broad Crested Weir/(Length of Weir Crest*Critical Depth of Weir))^2)*(1/(2*[g]))+Critical Depth of Weir

Velocity of Flow given Head

Go Velocity of Fluid for Weir = sqrt((2*Acceleration due to Gravity)*(Total Head-Critical Depth of Weir))

Head if Velocity is considered for Discharge over Broad Crested Weir

Go Total Head = (Max Discharge Over Broad Crested Weir/(1.70*Coefficient of Discharge*Length of Weir Crest))^(2/3)

Length of Crest over Broad Crested Weir for Max Discharge

Go Length of Weir Crest = Max Discharge Over Broad Crested Weir/(1.70*Coefficient of Discharge*(Total Head)^(3/2))

Total Head for Maximum Discharge

Go Total Head = (Max Discharge Over Broad Crested Weir/(1.70*Coefficient of Discharge*Length of Weir Crest))^(2/3)

Maximum Discharge of Broad Crested Weir if Critical Depth is Constant

Go Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2)

Coefficient of Discharge for Max Discharge over Crested Weir

Go Coefficient of Discharge = Max Discharge Over Broad Crested Weir/(1.70*Length of Weir Crest*(Total Head)^(3/2))

Max Discharge over Broad Crested Weir

Go Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2)

Length of Crest if Critical Depth is Constant for Discharge of Weir

Go Length of Weir Crest = Discharge Over Broad Crested Weir/(1.70*Coefficient of Discharge*(Total Head)^(3/2))

Coefficient of Discharge given Discharge of Weir if Critical Depth is Constant

Go Coefficient of Discharge = Discharge Over Broad Crested Weir/(1.70*Length of Weir Crest*(Total Head)^(3/2))

Critical Depth due to Reduction in Area of Flow Section given Total Head

Go Critical Depth of Weir = Total Head-(Velocity of Fluid for Weir^2/(2*Acceleration due to Gravity))

Total Head above Weir Crest

Go Total Head = Critical Depth of Weir+(Velocity of Fluid for Weir^2/(2*Acceleration due to Gravity))

Head for Broad Crested Weir

Go Head on Upstream of Weir = (Total Head+Additional Head)

Additional Head given Head for Broad Crested Weir

Go Additional Head = Head on Upstream of Weir-Total Head

Maximum Discharge of Broad Crested Weir if Critical Depth is Constant Formula

Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2)
Q_W(max) = 1.70*C_d*L_w*(H)^(3/2)

What does Coefficient of Discharge mean?

Coefficient of discharge is stated as the ratio between the actual flow discharge and theoretical flow discharge.

What is a Broad Crested Weir?

Broad crested weirs are robust structures that are generally constructed from reinforced concrete and which usually span the full width of the channel. They are used to measure the discharge of rivers, and are much more suited for this purpose than the relatively flimsy sharp crested weirs. The broad crested weir is one which the water flow discharge in measured from large water bodies like big canals while the sharp crested weir will help in measuring the discharge of the water from the small rivers and canals and the weir is placed in the direction of the flow of water.

How to Calculate Maximum Discharge of Broad Crested Weir if Critical Depth is Constant?

Maximum Discharge of Broad Crested Weir if Critical Depth is Constant calculator uses Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2) to calculate the Max Discharge Over Broad Crested Weir, The Maximum Discharge of Broad Crested Weir if Critical Depth is Constant is defined as the water flowing over it reaches critical depth, which is the minimum water depth required for maximum flow rate. Max Discharge Over Broad Crested Weir is denoted by Q_W(max) symbol.

How to calculate Maximum Discharge of Broad Crested Weir if Critical Depth is Constant using this online calculator? To use this online calculator for Maximum Discharge of Broad Crested Weir if Critical Depth is Constant, enter Coefficient of Discharge (C_d), Length of Weir Crest (L_w) & Total Head (H) and hit the calculate button. Here is how the Maximum Discharge of Broad Crested Weir if Critical Depth is Constant calculation can be explained with given input values -> 37.63302 = 1.70*0.66*3*(5)^(3/2).

FAQ

What is Maximum Discharge of Broad Crested Weir if Critical Depth is Constant?

The Maximum Discharge of Broad Crested Weir if Critical Depth is Constant is defined as the water flowing over it reaches critical depth, which is the minimum water depth required for maximum flow rate and is represented as Q_W(max) = 1.70*C_d*L_w*(H)^(3/2) or Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2). Coefficient of Discharge is ratio of Actual discharge to theoretical discharge, Length of Weir Crest is the measurement or extent of Weir Crest from end to end & Total Head is the combination of weir crested and additional head.

How to calculate Maximum Discharge of Broad Crested Weir if Critical Depth is Constant?

The Maximum Discharge of Broad Crested Weir if Critical Depth is Constant is defined as the water flowing over it reaches critical depth, which is the minimum water depth required for maximum flow rate is calculated using Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2). To calculate Maximum Discharge of Broad Crested Weir if Critical Depth is Constant, you need Coefficient of Discharge (C_d), Length of Weir Crest (L_w) & Total Head (H). With our tool, you need to enter the respective value for Coefficient of Discharge, Length of Weir Crest & Total 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 Max Discharge Over Broad Crested Weir?

In this formula, Max Discharge Over Broad Crested Weir uses Coefficient of Discharge, Length of Weir Crest & Total Head. We can use 1 other way(s) to calculate the same, which is/are as follows -

Max Discharge Over Broad Crested Weir = 1.70*Coefficient of Discharge*Length of Weir Crest*(Total Head)^(3/2)

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