Equipotential Lines given discharge 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 Number of Beds is defined as the number of beds between each of the same potential drops.ⓘ Number of Beds [B]			+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.ⓘ Equipotential Lines given discharge for Dams on Soft Foundations [H_Water]

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Equipotential Lines given discharge for Dams on Soft Foundations Solution

STEP 0: Pre-Calculation Summary

Formula Used

Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines)
H_Water = (Q_t*B)/(k*N)
This formula uses 5 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.
Number of Beds - The Number of Beds is defined as the number of beds between each of the same potential drops.
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
Number of Beds: 2 --> 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*B)/(k*N) --> (0.46*2)/(0.1*4)

Evaluating ... ...

H_Water = 2.3

STEP 3: Convert Result to Output's Unit

2.3 Meter --> No Conversion Required

FINAL ANSWER

2.3 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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Equipotential Lines given discharge for Dams on Soft Foundations Formula

LaTeX Go

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

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 Equipotential Lines given discharge for Dams on Soft Foundations?

Equipotential Lines given discharge for Dams on Soft Foundations calculator uses Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines) to calculate the Head of Water, Equipotential Lines given discharge for Dams on Soft Foundations formula is defined as lines of same potential drop. Head of Water is denoted by H_Water symbol.

How to calculate Equipotential Lines given discharge for Dams on Soft Foundations using this online calculator? To use this online calculator for Equipotential Lines given discharge for Dams on Soft Foundations, enter Discharge from Dam (Q_t), Number of Beds (B), Coefficient of Permeability of Soil (k) & Equipotential Lines (N) and hit the calculate button. Here is how the Equipotential Lines given discharge for Dams on Soft Foundations calculation can be explained with given input values -> 2.3 = (0.46*2)/(0.1*4).

FAQ

What is Equipotential Lines given discharge for Dams on Soft Foundations?

Equipotential Lines given discharge for Dams on Soft Foundations formula is defined as lines of same potential drop and is represented as H_Water = (Q_t*B)/(k*N) or Head of Water = (Discharge from Dam*Number of Beds)/(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 Number of Beds is defined as the number of beds between each of the same potential drops, 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 Equipotential Lines given discharge for Dams on Soft Foundations?

Equipotential Lines given discharge for Dams on Soft Foundations formula is defined as lines of same potential drop is calculated using Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines). To calculate Equipotential Lines given discharge for Dams on Soft Foundations, you need Discharge from Dam (Q_t), Number of Beds (B), Coefficient of Permeability of Soil (k) & Equipotential Lines (N). With our tool, you need to enter the respective value for Discharge from Dam, Number of Beds, 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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