Discharge without Velocity of Approach Solution

STEP 0: Pre-Calculation Summary
Formula Used
Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*Initial Height of Liquid^(3/2)
Q' = 2/3*Cd*Lw*sqrt(2*[g])*Hi^(3/2)
This formula uses 1 Constants, 1 Functions, 4 Variables
Constants Used
[g] - Gravitational acceleration on Earth Value Taken As 9.80665
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Discharge - (Measured in Cubic Meter per Second) - Discharge Weir is the rate of flow of a liquid.
Coefficient of Discharge - The Coefficient of Discharge or efflux coefficient is the ratio of the actual discharge to the theoretical discharge.
Length of Weir - (Measured in Meter) - The Length of Weir is the of the base of weir through which discharge is taking place.
Initial Height of Liquid - (Measured in Meter) - The Initial height of liquid is a variable from the tank emptying through an orifice at its bottom.
STEP 1: Convert Input(s) to Base Unit
Coefficient of Discharge: 0.8 --> No Conversion Required
Length of Weir: 25 Meter --> 25 Meter No Conversion Required
Initial Height of Liquid: 186.1 Meter --> 186.1 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Q' = 2/3*Cd*Lw*sqrt(2*[g])*Hi^(3/2) --> 2/3*0.8*25*sqrt(2*[g])*186.1^(3/2)
Evaluating ... ...
Q' = 149911.045128424
STEP 3: Convert Result to Output's Unit
149911.045128424 Cubic Meter per Second --> No Conversion Required
FINAL ANSWER
149911.045128424 149911 Cubic Meter per Second <-- Discharge
(Calculation completed in 00.020 seconds)

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Created by Maiarutselvan V
PSG College of Technology (PSGCT), Coimbatore
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Indian Institute of Technology (IIT), Bombay
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Discharge Calculators

Time Required to Empty Reservoir
​ LaTeX ​ Go Total Time Taken = ((3*Area of Weir)/(Coefficient of Discharge*Length of Weir*sqrt(2*[g])))*(1/sqrt(Final Height of Liquid)-1/sqrt(Initial Height of Liquid))
Time Required to Empty Tank with Triangular Weir or Notch
​ LaTeX ​ Go Total Time Taken = ((5*Area of Weir)/(4*Coefficient of Discharge*tan(Angle A/2)*sqrt(2*[g])))*(1/(Final Height of Liquid^(3/2))-1/(Initial Height of Liquid^(3/2)))
Head of Liquid above V-notch
​ LaTeX ​ Go Head of Liquid = (Theoretical Discharge/(8/15*Coefficient of Discharge*tan(Angle A/2)*sqrt(2*[g])))^0.4
Head of Liquid at Crest
​ LaTeX ​ Go Head of Liquid = (Theoretical Discharge/(2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])))^(2/3)

Discharge without Velocity of Approach Formula

​LaTeX ​Go
Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*Initial Height of Liquid^(3/2)
Q' = 2/3*Cd*Lw*sqrt(2*[g])*Hi^(3/2)

What is discharge over a rectangular notch?

The discharge through a weir or notch is directly related to the water depth or head (H). This head is affected by the condition of the crest, the contraction, the velocity of the approaching stream, and the elevation of the water surface downstream from the weir.

What is suppressed weir?

A measuring weir having its sides flush with the sides of the channel so that there are no end contractions.

How to Calculate Discharge without Velocity of Approach?

Discharge without Velocity of Approach calculator uses Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*Initial Height of Liquid^(3/2) to calculate the Discharge, Discharge without Velocity of Approach takes into account the specific characteristics of the weir, such as the shape, surface roughness, and flow conditions. It is typically determined through experimental measurements or by referring to established values for similar weirs. Discharge is denoted by Q' symbol.

How to calculate Discharge without Velocity of Approach using this online calculator? To use this online calculator for Discharge without Velocity of Approach, enter Coefficient of Discharge (Cd), Length of Weir (Lw) & Initial Height of Liquid (Hi) and hit the calculate button. Here is how the Discharge without Velocity of Approach calculation can be explained with given input values -> 149911 = 2/3*0.8*25*sqrt(2*[g])*186.1^(3/2).

FAQ

What is Discharge without Velocity of Approach?
Discharge without Velocity of Approach takes into account the specific characteristics of the weir, such as the shape, surface roughness, and flow conditions. It is typically determined through experimental measurements or by referring to established values for similar weirs and is represented as Q' = 2/3*Cd*Lw*sqrt(2*[g])*Hi^(3/2) or Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*Initial Height of Liquid^(3/2). The Coefficient of Discharge or efflux coefficient is the ratio of the actual discharge to the theoretical discharge, The Length of Weir is the of the base of weir through which discharge is taking place & The Initial height of liquid is a variable from the tank emptying through an orifice at its bottom.
How to calculate Discharge without Velocity of Approach?
Discharge without Velocity of Approach takes into account the specific characteristics of the weir, such as the shape, surface roughness, and flow conditions. It is typically determined through experimental measurements or by referring to established values for similar weirs is calculated using Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*Initial Height of Liquid^(3/2). To calculate Discharge without Velocity of Approach, you need Coefficient of Discharge (Cd), Length of Weir (Lw) & Initial Height of Liquid (Hi). With our tool, you need to enter the respective value for Coefficient of Discharge, Length of Weir & Initial Height of Liquid 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?
In this formula, Discharge uses Coefficient of Discharge, Length of Weir & Initial Height of Liquid. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Discharge = 2/3*Coefficient of Discharge*Length of Weir*sqrt(2*[g])*((Initial Height of Liquid+Final Height of Liquid)^(3/2)-Final Height of Liquid^(3/2))
  • Discharge = 1.84*Length of Weir*((Initial Height of Liquid+Final Height of Liquid)^(3/2)-Final Height of Liquid^(3/2))
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