Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations Calculator

✖Discharge from Dam is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.ⓘ Discharge from Dam [Q_t]			+10% -10%
✖The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.ⓘ Coefficient of Permeability of Soil [k]			+10% -10%
✖Equipotential Lines is defined as the number of lines with same potential drop.ⓘ Equipotential Lines [N]			+10% -10%

✖Head of Water is defined as the height of water columns.ⓘ Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations [H_Water]

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Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations Solution

STEP 0: Pre-Calculation Summary

Formula Used

Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines)
H_Water = (Q_t)/(k*N)
This formula uses 4 Variables

Variables Used

Head of Water - (Measured in Meter) - Head of Water is defined as the height of water columns.
Discharge from Dam - (Measured in Cubic Meter per Second) - Discharge from Dam is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.
Coefficient of Permeability of Soil - (Measured in Meter per Second) - The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.
Equipotential Lines - Equipotential Lines is defined as the number of lines with same potential drop.

STEP 1: Convert Input(s) to Base Unit

Discharge from Dam: 0.46 Cubic Meter per Second --> 0.46 Cubic Meter per Second No Conversion Required
Coefficient of Permeability of Soil: 10 Centimeter per Second --> 0.1 Meter per Second (Check conversion here)
Equipotential Lines: 4 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

H_Water = (Q_t)/(k*N) --> (0.46)/(0.1*4)

Evaluating ... ...

H_Water = 1.15

STEP 3: Convert Result to Output's Unit

1.15 Meter --> No Conversion Required

FINAL ANSWER

1.15 Meter <-- Head of Water

(Calculation completed in 00.004 seconds)

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National Institute of Technology Karnataka (NITK), Surathkal

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< Hydraulic Head Calculators

Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations

LaTeX Go Depth of Dam = Total Pressure/(Specific Weight of Water in KN per cubic meter*((Degree of Saturation+Void Ratio)/(1+Void Ratio)))

Depth below Surface given Neutral Stress per unit Area for Dams on Soft Foundations

LaTeX Go Depth of Dam = Minimum Stress/(Specific Weight of Water in KN per cubic meter*(1+Height of Dam/Length of Travel path))

Head given Neutral Stress per unit Area for Dams on Soft Foundations

LaTeX Go Height of Dam = (Minimum Stress/(Depth of Dam*Specific Weight of Water in KN per cubic meter)-1)*Length of Travel path

Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations

LaTeX Go Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines)

Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations Formula

LaTeX Go

Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines)
H_Water = (Q_t)/(k*N)

What is Hydraulic Gradient ?

The hydraulic gradient is the slope of the water table or potentiometric surface, that is, the change in water level per unit of distance along the direction of maximum head decrease.

How to Calculate Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations?

Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations calculator uses Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines) to calculate the Head of Water, Head given Hydraulic gradient per unit head for Dams on Soft Foundations formula is defined as level of water under dam. Head of Water is denoted by H_Water symbol.

How to calculate Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations using this online calculator? To use this online calculator for Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations, enter Discharge from Dam (Q_t), Coefficient of Permeability of Soil (k) & Equipotential Lines (N) and hit the calculate button. Here is how the Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations calculation can be explained with given input values -> 1.15 = (0.46)/(0.1*4).

FAQ

What is Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations?

Head given Hydraulic gradient per unit head for Dams on Soft Foundations formula is defined as level of water under dam and is represented as H_Water = (Q_t)/(k*N) or Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines). Discharge from Dam is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material, The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil & Equipotential Lines is defined as the number of lines with same potential drop.

How to calculate Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations?

Head given Hydraulic gradient per unit head for Dams on Soft Foundations formula is defined as level of water under dam is calculated using Head of Water = (Discharge from Dam)/(Coefficient of Permeability of Soil*Equipotential Lines). To calculate Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations, you need Discharge from Dam (Q_t), Coefficient of Permeability of Soil (k) & Equipotential Lines (N). With our tool, you need to enter the respective value for Discharge from Dam, Coefficient of Permeability of Soil & Equipotential Lines and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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