FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

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

Fx Copy

LaTeX Copy

Equipotential Lines is defined as the number of lines with same potential drop. Check FAQs

N = i \cdot B

N - Equipotential Lines?i - Hydraulic Gradient to Head Loss?B - Number of Beds?

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

With values

With units

Only example

Here is how the Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like with Values.

Here is how the Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like with Units.

Here is how the Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like.

4.04 = 2.02 \cdot 2

4.04 = 2.02 \cdot 2

4.04 = 2.02 \cdot 2

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Hydraulics and Waterworks » fx 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 Solution

Follow our step by step solution on how to calculate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations?

FIRST Step Consider the formula

N = i \cdot B

Next Step Substitute values of Variables

∴

N = 2.02 \cdot 2

Next Step Prepare to Evaluate

∴

N = 2.02 \cdot 2

LAST Step Evaluate

∴

N = 4.04

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

Variables

Equipotential Lines

Equipotential Lines is defined as the number of lines with same potential drop.

Symbol: N

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Equipotential Lines

Hydraulic Gradient to Head Loss

Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum.

Symbol: i

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Hydraulic Gradient to Head Loss

Number of Beds

The Number of Beds is defined as the number of beds between each of the same potential drops.

Symbol: B

Measurement: NAUnit: Unitless

Note: Value can be positive or negative.

Formulas to find Number of Beds

Other formulas in Dams on Soft or Porous Foundations by Darcy’s law category

Go Length of Conduit after using Area of Pipe in Discharge

L pipe = C 1 \cdot \frac{H f}{V max}

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

V max = C 1 \cdot \frac{H f}{L pipe}

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

L n = C 2 \cdot H f

Go New Material Coefficient C2 for Dams on Soft or Porous Foundations

C 2 = \frac{C 1}{V max}

How to Evaluate 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 evaluator uses Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds to evaluate 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 evaluate Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations using this online evaluator? To use this online evaluator 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.

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

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

The formula of Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations is expressed as Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds. Here is an example- 4.04 = 2.02*2.

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

With Hydraulic Gradient to Head Loss (i) & Number of Beds (B) we can find Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations using the formula - Equipotential Lines = Hydraulic Gradient to Head Loss*Number of Beds.

Let Others Know

✖

Facebook

Twitter

Copied!

: Value
: Unit

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

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

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

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

Other formulas in Dams on Soft or Porous Foundations by Darcy’s law category

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

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

Variable Name