Discharge for Triangular Weir if Coefficient Discharge is Constant Solution

STEP 0: Pre-Calculation Summary
Formula Used
Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2)
Qtri = 1.418*Sw^(5/2)
This formula uses 2 Variables
Variables Used
Discharge through Triangular Weir - (Measured in Cubic Meter per Second) - Discharge through Triangular Weir is discharge calculated considering the channel as triangular.
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.
STEP 1: Convert Input(s) to Base Unit
Height of Water above Crest of Weir: 2 Meter --> 2 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Qtri = 1.418*Sw^(5/2) --> 1.418*2^(5/2)
Evaluating ... ...
Qtri = 8.0214193257802
STEP 3: Convert Result to Output's Unit
8.0214193257802 Cubic Meter per Second --> No Conversion Required
FINAL ANSWER
8.0214193257802 8.021419 Cubic Meter per Second <-- Discharge through Triangular Weir
(Calculation completed in 00.004 seconds)

Credits

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Created by M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has created this Calculator and 500+ more calculators!
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Verified by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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8 Flow over a Triangular Weir or Notch Calculators

Discharge for Triangular Weir if Velocity is Considered
​ Go Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*tan(Theta/2)*((Height of Water above Crest of Weir+Velocity Head)^(5/2)-Velocity Head^(5/2))
Head for Discharge for Entire Triangular Weir
​ Go Height of Water above Crest of Weir = (Discharge through Triangular Weir/((8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*tan(Theta/2)))^(2/5)
Discharge for Entire Triangular Weir
​ Go Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*tan(Theta/2)*Height of Water above Crest of Weir^(5/2)
Coefficient of Discharge when Discharge for Triangular Weir when Angle is 90
​ Go Coefficient of Discharge = Discharge through Triangular Weir/((8/15)*sqrt(2*Acceleration due to Gravity)*Height of Water above Crest of Weir^(5/2))
Head when Discharge for Triangular Weir Angle is 90
​ Go Height of Water above Crest of Weir = Discharge through Triangular Weir/((8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity))^(2/5)
Discharge for Triangular Weir if Angle is at 90
​ Go Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Height of Water above Crest of Weir^(3/2)
Head when Coefficient Discharge is Constant
​ Go Height of Water above Crest of Weir = (Discharge through Triangular Weir/1.418)^(2/5)
Discharge for Triangular Weir if Coefficient Discharge is Constant
​ Go Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2)

Discharge for Triangular Weir if Coefficient Discharge is Constant Formula

Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2)
Qtri = 1.418*Sw^(5/2)

What is meant by Head?

In hydraulics, Head is a measure of the potential of fluid at the measurement point. or total energy per unit weight above a datum.

What is triangular weir?

Triangular weirs are sharp crested thin plates with V-shaped opening (or notch). These plates are installed at the exit of a channel, tank, or basin in order to measure the real-time flow of water. A typical application for these plates consists in measuring the flow of water on the downstream side of a dam.

How to Calculate Discharge for Triangular Weir if Coefficient Discharge is Constant?

Discharge for Triangular Weir if Coefficient Discharge is Constant calculator uses Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2) to calculate the Discharge through Triangular Weir, The Discharge for triangular weir if coefficient Discharge is constant is a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass. Discharge through Triangular Weir is denoted by Qtri symbol.

How to calculate Discharge for Triangular Weir if Coefficient Discharge is Constant using this online calculator? To use this online calculator for Discharge for Triangular Weir if Coefficient Discharge is Constant, enter Height of Water above Crest of Weir (Sw) and hit the calculate button. Here is how the Discharge for Triangular Weir if Coefficient Discharge is Constant calculation can be explained with given input values -> 8.021419 = 1.418*2^(5/2).

FAQ

What is Discharge for Triangular Weir if Coefficient Discharge is Constant?
The Discharge for triangular weir if coefficient Discharge is constant is a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass and is represented as Qtri = 1.418*Sw^(5/2) or Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2). Height of Water above Crest of Weir is defined as the water surface height above crest.
How to calculate Discharge for Triangular Weir if Coefficient Discharge is Constant?
The Discharge for triangular weir if coefficient Discharge is constant is a measure of the quantity of any fluid flow over unit time. The quantity may be either volume or mass is calculated using Discharge through Triangular Weir = 1.418*Height of Water above Crest of Weir^(5/2). To calculate Discharge for Triangular Weir if Coefficient Discharge is Constant, you need Height of Water above Crest of Weir (Sw). With our tool, you need to enter the respective value for Height of Water above Crest of Weir 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 Discharge through Triangular Weir?
In this formula, Discharge through Triangular Weir uses Height of Water above Crest of Weir. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*tan(Theta/2)*Height of Water above Crest of Weir^(5/2)
  • Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*Height of Water above Crest of Weir^(3/2)
  • Discharge through Triangular Weir = (8/15)*Coefficient of Discharge*sqrt(2*Acceleration due to Gravity)*tan(Theta/2)*((Height of Water above Crest of Weir+Velocity Head)^(5/2)-Velocity Head^(5/2))
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