Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs Solution

STEP 0: Pre-Calculation Summary
Formula Used
Venturi Head = Length of Venturi meter*(Weight per unit Volume of Manometer Fluid/Specific Weight of Liquid-1)
hventuri = L*(𝑤/γf-1)
This formula uses 4 Variables
Variables Used
Venturi Head - (Measured in Meter) - The Venturi head refers to the difference between pressure head at inlet and pressure head at the throat.
Length of Venturi meter - (Measured in Meter) - The Length of Venturi meter refers to the measurement or extent of something from end to end.
Weight per unit Volume of Manometer Fluid - (Measured in Newton per Cubic Meter) - The Weight per unit Volume of Manometer Fluid is obtained as the product of the density of manometric fluid and acceleration of gravity g.
Specific Weight of Liquid - (Measured in Newton per Cubic Meter) - The Specific Weight of Liquid refers to the weight per unit volume of that substance.
STEP 1: Convert Input(s) to Base Unit
Length of Venturi meter: 3 Meter --> 3 Meter No Conversion Required
Weight per unit Volume of Manometer Fluid: 9888.84 Newton per Cubic Meter --> 9888.84 Newton per Cubic Meter No Conversion Required
Specific Weight of Liquid: 9.81 Kilonewton per Cubic Meter --> 9810 Newton per Cubic Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
hventuri = L*(𝑤/γf-1) --> 3*(9888.84/9810-1)
Evaluating ... ...
hventuri = 0.0241100917431192
STEP 3: Convert Result to Output's Unit
0.0241100917431192 Meter -->24.1100917431192 Millimeter (Check conversion ​here)
FINAL ANSWER
24.1100917431192 24.11009 Millimeter <-- Venturi Head
(Calculation completed in 00.004 seconds)

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National Institute of Technology Karnataka (NITK), Surathkal
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Venturi Meter Calculators

Theoretical Discharge through Pipe
​ LaTeX ​ Go Theoretical Discharge = (Cross Section Area 1*Cross Section Area 2*(sqrt(2*[g]*Venturi Head)))/(sqrt((Cross Section Area 1)^(2)-(Cross Section Area 2)^(2)))
Venturi Head given Theoretical Discharge through Pipe
​ LaTeX ​ Go Venturi Head = ((Theoretical Discharge/(Cross Section Area 1*Cross Section Area 2))*(sqrt(((Cross Section Area 1)^2-(Cross Section Area 2)^2)/(2*[g]))))^2
Inlet Area given Theoretical Discharge
​ LaTeX ​ Go Cross Section Area 1 = sqrt(((Theoretical Discharge*Cross Section Area 2)^2)/((Theoretical Discharge)^2-(Cross Section Area 2^2*2*[g]*Venturi Head)))
Throat Area given Theoretical Discharge
​ LaTeX ​ Go Cross Section Area 2 = sqrt((Cross Section Area 1*Theoretical Discharge)^2/((Cross Section Area 1^2*2*[g]*Venturi Head)+Theoretical Discharge^2))

Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs Formula

​LaTeX ​Go
Venturi Head = Length of Venturi meter*(Weight per unit Volume of Manometer Fluid/Specific Weight of Liquid-1)
hventuri = L*(𝑤/γf-1)

What is Venturi Head?

A Venturi meter is used to measure the flow rate through a tube. It is based on the use of the Venturi effect, the reduction of fluid pressure that results when a fluid runs through a constricted section of pipe. It is called after Giovanni Battista Venturi (1746-1822), an Italian physicist.

How to Calculate Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs?

Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs calculator uses Venturi Head = Length of Venturi meter*(Weight per unit Volume of Manometer Fluid/Specific Weight of Liquid-1) to calculate the Venturi Head, The Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs formula is defined as total head loss while the flow happens in a pipe. Venturi Head is denoted by hventuri symbol.

How to calculate Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs using this online calculator? To use this online calculator for Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs, enter Length of Venturi meter (L), Weight per unit Volume of Manometer Fluid (𝑤) & Specific Weight of Liquid f) and hit the calculate button. Here is how the Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs calculation can be explained with given input values -> 24110.09 = 3*(9888.84/9810-1).

FAQ

What is Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs?
The Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs formula is defined as total head loss while the flow happens in a pipe and is represented as hventuri = L*(𝑤/γf-1) or Venturi Head = Length of Venturi meter*(Weight per unit Volume of Manometer Fluid/Specific Weight of Liquid-1). The Length of Venturi meter refers to the measurement or extent of something from end to end, The Weight per unit Volume of Manometer Fluid is obtained as the product of the density of manometric fluid and acceleration of gravity g & The Specific Weight of Liquid refers to the weight per unit volume of that substance.
How to calculate Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs?
The Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs formula is defined as total head loss while the flow happens in a pipe is calculated using Venturi Head = Length of Venturi meter*(Weight per unit Volume of Manometer Fluid/Specific Weight of Liquid-1). To calculate Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs, you need Length of Venturi meter (L), Weight per unit Volume of Manometer Fluid (𝑤) & Specific Weight of Liquid f). With our tool, you need to enter the respective value for Length of Venturi meter, Weight per unit Volume of Manometer Fluid & Specific Weight 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 Venturi Head?
In this formula, Venturi Head uses Length of Venturi meter, Weight per unit Volume of Manometer Fluid & Specific Weight of Liquid. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Venturi Head = ((Theoretical Discharge/(Cross Section Area 1*Cross Section Area 2))*(sqrt(((Cross Section Area 1)^2-(Cross Section Area 2)^2)/(2*[g]))))^2
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