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%
✖Maximum Velocity is the rate of change of its position with respect to a frame of reference, and is a function of time.ⓘ Maximum Velocity [V_max]			+10% -10%

✖Length of Pipe describes the length of the pipe in which the liquid is flowing.ⓘ Length of Conduit after using Area of Pipe in Discharge [L_pipe]

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Formula

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Length of Conduit after using Area of Pipe in Discharge

Formula

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

Example

`"1.5m"="9"*"5m"/"30m/s"`

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Length of Conduit after using Area of Pipe in Discharge Solution

STEP 0: Pre-Calculation Summary

Formula Used

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

Variables Used

Length of Pipe - (Measured in Meter) - Length of Pipe describes the length of the pipe in which the liquid is flowing.
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.
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.

STEP 1: Convert Input(s) to Base Unit

Material Coefficient: 9 --> No Conversion Required
Head under Flow: 5 Meter --> 5 Meter No Conversion Required
Maximum Velocity: 30 Meter per Second --> 30 Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

L_pipe = C₁*H_f/V_max --> 9*5/30

Evaluating ... ...

L_pipe = 1.5

STEP 3: Convert Result to Output's Unit

1.5 Meter --> No Conversion Required

FINAL ANSWER

1.5 Meter <-- Length of Pipe

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Hydraulics and Waterworks » Dams » Buttress Dams » Dams on Soft or Porous Foundations » Dams on Soft or Porous Foundations by Darcy’s law » Length of Conduit after using Area of Pipe in Discharge

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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

Length of Conduit after using Area of Pipe in Discharge Formula

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

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 Length of Conduit after using Area of Pipe in Discharge?

Length of Conduit after using Area of Pipe in Discharge calculator uses Length of Pipe = Material Coefficient*Head under Flow/Maximum Velocity to calculate the Length of Pipe, The Length of Conduit after using Area of Pipe in Discharge formula is defined as length of seepage pipes developed. Length of Pipe is denoted by L_pipe symbol.

How to calculate Length of Conduit after using Area of Pipe in Discharge using this online calculator? To use this online calculator for Length of Conduit after using Area of Pipe in Discharge, enter Material Coefficient (C₁), Head under Flow (H_f) & Maximum Velocity (V_max) and hit the calculate button. Here is how the Length of Conduit after using Area of Pipe in Discharge calculation can be explained with given input values -> 1.5 = 9*5/30.

FAQ

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

The Length of Conduit after using Area of Pipe in Discharge formula is defined as length of seepage pipes developed and is represented as L_pipe = C₁*H_f/V_max or Length of Pipe = Material Coefficient*Head under Flow/Maximum Velocity. 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 & Maximum Velocity is the rate of change of its position with respect to a frame of reference, and is a function of time.

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

The Length of Conduit after using Area of Pipe in Discharge formula is defined as length of seepage pipes developed is calculated using Length of Pipe = Material Coefficient*Head under Flow/Maximum Velocity. To calculate Length of Conduit after using Area of Pipe in Discharge, you need Material Coefficient (C₁), Head under Flow (H_f) & Maximum Velocity (V_max). With our tool, you need to enter the respective value for Material Coefficient, Head under Flow & Maximum Velocity and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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