Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Velocity = Material Coefficient/New Material Coefficient C2
Vmax = C1/C2
This formula uses 3 Variables
Variables Used
Maximum Velocity - (Measured in Meter per Second) - Maximum Velocity is the rate of change of its position with respect to a frame of reference, and is a function of time.
Material Coefficient - Material coefficient is defined as the constant depending on the property of material of dam.
New Material Coefficient C2 - New Material Coefficient C2 is defined as constant depending the property of material of dam.
STEP 1: Convert Input(s) to Base Unit
Material Coefficient: 9 --> No Conversion Required
New Material Coefficient C2: 0.3 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Vmax = C1/C2 --> 9/0.3
Evaluating ... ...
Vmax = 30
STEP 3: Convert Result to Output's Unit
30 Meter per Second --> No Conversion Required
FINAL ANSWER
30 Meter per Second <-- Maximum Velocity
(Calculation completed in 00.004 seconds)

Credits

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

Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations Formula

Maximum Velocity = Material Coefficient/New Material Coefficient C2
Vmax = C1/C2

What are Dams on Soft or Porous Foundations ?

Constructed as a simple homogenous embankment of well compacted earth, earth dams are classified as Homogenous Earth Dams, Zoned Earth Dams and Diaphragm Dams. This type of dam is usually built on an impervious foundation such as solid rock or clay. The next type of Earth dam is Diaphragm Dam.

How to Calculate Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations?

Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations calculator uses Maximum Velocity = Material Coefficient/New Material Coefficient C2 to calculate the Maximum Velocity, Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations is defined as constant depending on soil characteristics. Maximum Velocity is denoted by Vmax symbol.

How to calculate Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations using this online calculator? To use this online calculator for Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations, enter Material Coefficient (C1) & New Material Coefficient C2 (C2) and hit the calculate button. Here is how the Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations calculation can be explained with given input values -> 30 = 9/0.3.

FAQ

What is Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations?
Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations is defined as constant depending on soil characteristics and is represented as Vmax = C1/C2 or Maximum Velocity = Material Coefficient/New Material Coefficient C2. Material coefficient is defined as the constant depending on the property of material of dam & New Material Coefficient C2 is defined as constant depending the property of material of dam.
How to calculate Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations?
Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations is defined as constant depending on soil characteristics is calculated using Maximum Velocity = Material Coefficient/New Material Coefficient C2. To calculate Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations, you need Material Coefficient (C1) & New Material Coefficient C2 (C2). With our tool, you need to enter the respective value for Material Coefficient & New Material Coefficient C2 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 Maximum Velocity?
In this formula, Maximum Velocity uses Material Coefficient & New Material Coefficient C2. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum Velocity = Material Coefficient*Head under Flow/Length of Pipe
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