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Equipotential Lines given discharge for Dams on Soft Foundations Formula

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Head of Water is defined as the height of water columns. Check FAQs

H Water = \frac{Q t \cdot B}{k \cdot N}

H_Water - Head of Water?Q_t - Discharge from Dam?B - Number of Beds?k - Coefficient of Permeability of Soil?N - Equipotential Lines?

Equipotential Lines given discharge for Dams on Soft Foundations Example

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Here is how the Equipotential Lines given discharge for Dams on Soft Foundations equation looks like with Values.

Here is how the Equipotential Lines given discharge for Dams on Soft Foundations equation looks like with Units.

Here is how the Equipotential Lines given discharge for Dams on Soft Foundations equation looks like.

2.3 = \frac{0.46 \cdot 2}{10 \cdot 4}

2.3m = \frac{0.46m³/s \cdot 2}{10cm/s \cdot 4}

2.3 = \frac{0.46 \cdot 2}{10 \cdot 4}

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Equipotential Lines given discharge for Dams on Soft Foundations Solution

Follow our step by step solution on how to calculate Equipotential Lines given discharge for Dams on Soft Foundations?

FIRST Step Consider the formula

H Water = \frac{Q t \cdot B}{k \cdot N}

Next Step Substitute values of Variables

∴

H Water = \frac{0.46m³/s \cdot 2}{10cm/s \cdot 4}

Next Step Convert Units

∴

H Water = \frac{0.46m³/s \cdot 2}{0.1m/s \cdot 4}

Next Step Prepare to Evaluate

∴

H Water = \frac{0.46 \cdot 2}{0.1 \cdot 4}

LAST Step Evaluate

∴

H Water = 2.3m

Equipotential Lines given discharge for Dams on Soft Foundations Formula Elements

Variables

Head of Water

Head of Water is defined as the height of water columns.

Symbol: H_Water

Measurement: LengthUnit: m

Note: Value can be positive or negative.

Formulas to find Head of Water

Discharge from Dam

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.

Symbol: Q_t

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value can be positive or negative.

Formulas to find Discharge from Dam

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.

Formulas to find Number of Beds

Coefficient of Permeability of Soil

The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.

Symbol: k

Measurement: SpeedUnit: cm/s

Note: Value should be greater than 0.

Formulas to find Coefficient of Permeability of Soil

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.

Formulas to find Equipotential Lines

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

L pipe = C 1 \cdot \frac{H f}{V max}

Go Velocity given Length of Conduit after using Area of Pipe in Discharge

V max = C 1 \cdot \frac{H f}{L pipe}

Go Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations

L n = C 2 \cdot H f

Go New Material Coefficient C2 for Dams on Soft or Porous Foundations

C 2 = \frac{C 1}{V max}

How to Evaluate Equipotential Lines given discharge for Dams on Soft Foundations?

Equipotential Lines given discharge for Dams on Soft Foundations evaluator uses Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines) to evaluate 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 evaluate Equipotential Lines given discharge for Dams on Soft Foundations using this online evaluator? To use this online evaluator 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.

FAQs on Equipotential Lines given discharge for Dams on Soft Foundations

What is the formula to find Equipotential Lines given discharge for Dams on Soft Foundations?

The formula of Equipotential Lines given discharge for Dams on Soft Foundations is expressed as Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines). Here is an example- 2.3 = (0.46*2)/(0.1*4).

How to calculate Equipotential Lines given discharge for Dams on Soft Foundations?

With Discharge from Dam (Q_t), Number of Beds (B), Coefficient of Permeability of Soil (k) & Equipotential Lines (N) we can find Equipotential Lines given discharge for Dams on Soft Foundations using the formula - Head of Water = (Discharge from Dam*Number of Beds)/(Coefficient of Permeability of Soil*Equipotential Lines).

Can the Equipotential Lines given discharge for Dams on Soft Foundations be negative?

Yes, the Equipotential Lines given discharge for Dams on Soft Foundations, measured in Length can be negative.

Which unit is used to measure Equipotential Lines given discharge for Dams on Soft Foundations?

Equipotential Lines given discharge for Dams on Soft Foundations is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Equipotential Lines given discharge for Dams on Soft Foundations can be measured.

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Equipotential Lines given discharge for Dams on Soft Foundations Formula

Equipotential Lines given discharge for Dams on Soft Foundations Example

Equipotential Lines given discharge for Dams on Soft Foundations Solution

Equipotential Lines given discharge for Dams on Soft Foundations Formula Elements

Other formulas in Dams on Soft or Porous Foundations by Darcy’s law category

How to Evaluate Equipotential Lines given discharge for Dams on Soft Foundations?

FAQs on Equipotential Lines given discharge for Dams on Soft Foundations

Variable Name