Velocity given Length of Conduit after using Area of Pipe in Discharge Calculator

✖Material coefficient is defined as the constant depending on the property of material of dam.ⓘ Material Coefficient [C₁]			+10% -10%
✖Head under Flow is the combination of weir crested and additional head.ⓘ Head under Flow [H_f]			+10% -10%
✖Length of Pipe describes the length of the pipe in which the liquid is flowing.ⓘ Length of Pipe [L_pipe]			+10% -10%

✖Maximum Velocity is the rate of change of its position with respect to a frame of reference, and is a function of time.ⓘ Velocity given Length of Conduit after using Area of Pipe in Discharge [V_max]

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Formula

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Velocity given Length of Conduit after using Area of Pipe in Discharge

Formula

`"V"_{"max"} = "C"_{"1"}*"H"_{"f"}/"L"_{"pipe"}`

Example

`"40.90909m/s"="9"*"5m"/"1.1m"`

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Velocity given Length of Conduit after using Area of Pipe in Discharge Solution

STEP 0: Pre-Calculation Summary

Formula Used

Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe
V_max = C₁*H_f/L_pipe
This formula uses 4 Variables

Variables Used

Maximum Velocity - (Measured in Meter per Second) - Maximum Velocity is the rate of change of its position with respect to a frame of reference, and is a function of time.
Material Coefficient - Material coefficient is defined as the constant depending on the property of material of dam.
Head under Flow - (Measured in Meter) - Head under Flow is the combination of weir crested and additional head.
Length of Pipe - (Measured in Meter) - Length of Pipe describes the length of the pipe in which the liquid is flowing.

STEP 1: Convert Input(s) to Base Unit

Material Coefficient: 9 --> No Conversion Required
Head under Flow: 5 Meter --> 5 Meter No Conversion Required
Length of Pipe: 1.1 Meter --> 1.1 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_max = C₁*H_f/L_pipe --> 9*5/1.1

Evaluating ... ...

V_max = 40.9090909090909

STEP 3: Convert Result to Output's Unit

40.9090909090909 Meter per Second --> No Conversion Required

FINAL ANSWER

40.9090909090909 ≈ 40.90909 Meter per Second <-- Maximum Velocity

(Calculation completed in 00.004 seconds)

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< 18 Dams on Soft or Porous Foundations by Darcy’s law Calculators

Void Ratio given Total Pressure per unit Area for Dams on Soft Foundations

Go Void Ratio = (Degree of Saturation-(Total Pressure at given Point/(Depth of Dam*Specific Weight of Water in KN per cubic meter)))/((Total Pressure at given Point/(Depth of Dam*Specific Weight of Water in KN per cubic meter))-1)

Total Pressure per unit Area for Dams on Soft Foundations

Go Total Pressure at given Point = Depth of Dam*Specific Weight of Water in KN per cubic meter*((Degree of Saturation+Void Ratio)/(1+Void Ratio))

Saturation for Total Pressure per unit Area for Dams on Soft Foundations

Go Degree of Saturation = (Total Pressure*(1+Void Ratio)/(Depth of Dam*Specific Weight of Water in KN per cubic meter))-Void Ratio

Length of Conduit given Neutral Stress per unit area for Dams on Soft Foundations

Go Minimum Safe Length of Travel path = Height of Dam/((Neutral Stress/(Depth of Dam*Specific Weight of Water in KN per cubic meter)-1))

Specific Gravity of Water given Neutral stress per unit area for Dams on Soft Foundations

Go Specific Weight of Water in KN per cubic meter = Neutral Stress/(Depth of Dam*(1+Height of Dam/Minimum Safe Length of Travel path))

Neutral Stress per unit area for Dams on Soft Foundations

Go Neutral Stress = Depth of Dam*Specific Weight of Water in KN per cubic meter*(1+Height of Dam/Minimum Safe Length of Travel path)

Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations

Go Coefficient of Permeability of Soil = (Discharge from Dam*Number of Beds)/(Head of Water*Equipotential Lines)

Equipotential Lines given discharge for Dams on Soft Foundations

Go Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines)

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

Go Discharge from Dam = Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Number of Beds

Number of Beds given discharge for Dams on Soft Foundations

Go Number of Beds = Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Discharge from Dam

Velocity given Length of Conduit after using Area of Pipe in Discharge

Go Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe

Length of Conduit after using Area of Pipe in Discharge

Go Length of Pipe = Material Coefficient*Head under Flow/Maximum Velocity

Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations

Go Minimum Safe Length of Travel path = New Material Coefficient C2*Head under Flow

Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations

Go Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds

Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations

Go Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss

Hydraulic Gradient per unit head for Dams on Soft Foundations

Go Hydraulic Gradient to Head Loss = Equipotential Lines/Number of Beds

Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations

Go Maximum Velocity = Material Coefficient/New Material Coefficient C2

New Material Coefficient C2 for Dams on Soft or Porous Foundations

Go New Material Coefficient C2 = Material Coefficient/Maximum Velocity

Velocity given Length of Conduit after using Area of Pipe in Discharge Formula

Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe
V_max = C₁*H_f/L_pipe

What are Dams on Soft or Porous Foundations?

Constructed as a simple homogenous embankment of well compacted earth, earth dams are classified as Homogenous Earth Dams, Zoned Earth Dams and Diaphragm Dams.This type of dam is usually built on an impervious foundation such as solid rock or clay. The next type of Earth dam is Diaphragm Dam.

How to Calculate Velocity given Length of Conduit after using Area of Pipe in Discharge?

Velocity given Length of Conduit after using Area of Pipe in Discharge calculator uses Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe to calculate the Maximum Velocity, Velocity given Length of Conduit after using Area of Pipe in Discharge is defined as rate of flow of water. Maximum Velocity is denoted by V_max symbol.

How to calculate Velocity given Length of Conduit after using Area of Pipe in Discharge using this online calculator? To use this online calculator for Velocity given Length of Conduit after using Area of Pipe in Discharge, enter Material Coefficient (C₁), Head under Flow (H_f) & Length of Pipe (L_pipe) and hit the calculate button. Here is how the Velocity given Length of Conduit after using Area of Pipe in Discharge calculation can be explained with given input values -> 40.90909 = 9*5/1.1.

FAQ

What is Velocity given Length of Conduit after using Area of Pipe in Discharge?

Velocity given Length of Conduit after using Area of Pipe in Discharge is defined as rate of flow of water and is represented as V_max = C₁*H_f/L_pipe or Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe. Material coefficient is defined as the constant depending on the property of material of dam, Head under Flow is the combination of weir crested and additional head & Length of Pipe describes the length of the pipe in which the liquid is flowing.

How to calculate Velocity given Length of Conduit after using Area of Pipe in Discharge?

Velocity given Length of Conduit after using Area of Pipe in Discharge is defined as rate of flow of water is calculated using Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe. To calculate Velocity given Length of Conduit after using Area of Pipe in Discharge, you need Material Coefficient (C₁), Head under Flow (H_f) & Length of Pipe (L_pipe). With our tool, you need to enter the respective value for Material Coefficient, Head under Flow & Length of Pipe 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 Maximum Velocity?

In this formula, Maximum Velocity uses Material Coefficient, Head under Flow & Length of Pipe. We can use 1 other way(s) to calculate the same, which is/are as follows -

Maximum Velocity = Material Coefficient/New Material Coefficient C2

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