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

STEP 0: Pre-Calculation Summary
Formula Used
Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss
B = N/i
This formula uses 3 Variables
Variables Used
Number of Beds - The Number of Beds is defined as the number of beds between each of the same potential drops.
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.
STEP 1: Convert Input(s) to Base Unit
Equipotential Lines: 4 --> No Conversion Required
Hydraulic Gradient to Head Loss: 2.02 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
B = N/i --> 4/2.02
Evaluating ... ...
B = 1.98019801980198
STEP 3: Convert Result to Output's Unit
1.98019801980198 --> No Conversion Required
FINAL ANSWER
1.98019801980198 1.980198 <-- Number of Beds
(Calculation completed in 00.004 seconds)

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Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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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

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

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

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 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 calculator uses Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss to calculate 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 calculate Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations using this online calculator? To use this online calculator 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. Here is how the Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations calculation can be explained with given input values -> 1.980198 = 4/2.02.

FAQ

What is Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations?
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 and is represented as B = N/i or Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss. Equipotential Lines is defined as the number of lines with same potential drop & Hydraulic Gradient to Head Loss is a specific measurement of liquid pressure above a vertical datum.
How to calculate Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations?
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 is calculated using Number of Beds = Equipotential Lines/Hydraulic Gradient to Head Loss. To calculate Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations, you need Equipotential Lines (N) & Hydraulic Gradient to Head Loss (i). With our tool, you need to enter the respective value for Equipotential Lines & Hydraulic Gradient to Head Loss and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Number of Beds?
In this formula, Number of Beds uses Equipotential Lines & Hydraulic Gradient to Head Loss. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Number of Beds = Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Discharge from Dam
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