Hydraulic Gradient per unit head for Dams on Soft Foundations Formula

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Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum. Check FAQs
i=NB
i - Hydraulic Gradient to Head Loss?N - Equipotential Lines?B - Number of Beds?

Hydraulic Gradient per unit head for Dams on Soft Foundations Example

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

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

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

2Edit=4Edit2Edit
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Hydraulic Gradient per unit head for Dams on Soft Foundations Solution

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

FIRST Step Consider the formula
i=NB
Next Step Substitute values of Variables
i=42
Next Step Prepare to Evaluate
i=42
LAST Step Evaluate
i=2

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

Variables
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.
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.
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.

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
Lpipe=C1HfVmax
​Go Velocity given Length of Conduit after using Area of Pipe in Discharge
Vmax=C1HfLpipe
​Go Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Ln=C2Hf
​Go New Material Coefficient C2 for Dams on Soft or Porous Foundations
C2=C1Vmax

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

Hydraulic Gradient per unit head for Dams on Soft Foundations evaluator uses Hydraulic Gradient to Head Loss = Equipotential Lines/Number of Beds to evaluate the Hydraulic Gradient to Head Loss, The Hydraulic Gradient per unit head for Dams on Soft Foundations formula is defined as change in level of water in the under of the dam. Hydraulic Gradient to Head Loss is denoted by i symbol.

How to evaluate Hydraulic Gradient per unit head for Dams on Soft Foundations using this online evaluator? To use this online evaluator for Hydraulic Gradient per unit head for Dams on Soft Foundations, enter Equipotential Lines (N) & Number of Beds (B) and hit the calculate button.

FAQs on Hydraulic Gradient per unit head for Dams on Soft Foundations

What is the formula to find Hydraulic Gradient per unit head for Dams on Soft Foundations?
The formula of Hydraulic Gradient per unit head for Dams on Soft Foundations is expressed as Hydraulic Gradient to Head Loss = Equipotential Lines/Number of Beds. Here is an example- 2 = 4/2.
How to calculate Hydraulic Gradient per unit head for Dams on Soft Foundations?
With Equipotential Lines (N) & Number of Beds (B) we can find Hydraulic Gradient per unit head for Dams on Soft Foundations using the formula - Hydraulic Gradient to Head Loss = Equipotential Lines/Number of Beds.
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