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The Number of Beds is defined as the number of beds between each of the same potential drops. Check FAQs
B=Ni
B - Number of Beds?N - Equipotential Lines?i - Hydraulic Gradient to Head Loss?

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

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

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

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

1.9802Edit=4Edit2.02Edit
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Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations Solution

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

FIRST Step Consider the formula
B=Ni
Next Step Substitute values of Variables
B=42.02
Next Step Prepare to Evaluate
B=42.02
Next Step Evaluate
B=1.98019801980198
LAST Step Rounding Answer
B=1.9802

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

Variables
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.
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.
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.

Other Formulas to find Number of Beds

​Go Number of Beds given discharge for Dams on Soft Foundations
B=kHWaterNQt

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

Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations evaluator uses Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss to evaluate the Number of Beds, The Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations is used to calculate number of beds between same potential drop. Number of Beds is denoted by B symbol.

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

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

What is the formula to find Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations?
The formula of Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations is expressed as Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss. Here is an example- 1.980198 = 4/2.02.
How to calculate Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations?
With Equipotential Lines (N) & Hydraulic Gradient to Head Loss (i) we can find Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations using the formula - Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss.
What are the other ways to Calculate Number of Beds?
Here are the different ways to Calculate Number of Beds-
  • Number of Beds=Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Discharge from DamOpenImg
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