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

✖Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum.ⓘ Hydraulic Gradient to Head Loss [i]			+10% -10%
✖The Number of Beds is defined as the number of beds between each of the same potential drops.ⓘ Number of Beds [B]			+10% -10%

✖Equipotential Lines is defined as the number of lines with same potential drop.ⓘ Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations [N]

⎘ Copy

👎

Formula

✖

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

Formula

`"N" = "i"*"B"`

Example

`"4.04"="2.02"*"2"`

Calculator

LaTeX

Reset

👍

Download Buttress Dams Formulas PDF PDF Image

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

STEP 0: Pre-Calculation Summary

Formula Used

Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds
N = i*B
This formula uses 3 Variables

Variables Used

Equipotential Lines - Equipotential Lines is defined as the number of lines with same potential drop.
Hydraulic Gradient to Head Loss - Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum.
Number of Beds - The Number of Beds is defined as the number of beds between each of the same potential drops.

STEP 1: Convert Input(s) to Base Unit

Hydraulic Gradient to Head Loss: 2.02 --> No Conversion Required
Number of Beds: 2 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

N = i*B --> 2.02*2

Evaluating ... ...

N = 4.04

STEP 3: Convert Result to Output's Unit

4.04 --> No Conversion Required

FINAL ANSWER

4.04 <-- Equipotential Lines

(Calculation completed in 00.005 seconds)

You are here -

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

Credits

Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 1300+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< 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

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

Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds
N = i*B

What is Hydraulic Gradient Line ?

Hydraulic Gradient Line is a line joining the points of highest elevation of water in a series of vertical open pipes rising from a pipeline in which water flows under pressure.

How to Calculate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations?

Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations calculator uses Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds to calculate the Equipotential Lines, Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations calculates number of imaginary lines that trace equal electric potential or voltage in plane. Equipotential Lines is denoted by N symbol.

How to calculate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations using this online calculator? To use this online calculator for Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations, enter Hydraulic Gradient to Head Loss (i) & Number of Beds (B) and hit the calculate button. Here is how the Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations calculation can be explained with given input values -> 4.04 = 2.02*2.

FAQ

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

Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations calculates number of imaginary lines that trace equal electric potential or voltage in plane and is represented as N = i*B or Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds. Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum & The Number of Beds is defined as the number of beds between each of the same potential drops.

How to calculate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations?

Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations calculates number of imaginary lines that trace equal electric potential or voltage in plane is calculated using Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds. To calculate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations, you need Hydraulic Gradient to Head Loss (i) & Number of Beds (B). With our tool, you need to enter the respective value for Hydraulic Gradient to Head Loss & Number of Beds and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

Home

FREE PDFs

🔍 Search