FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Formula

Fx Copy

LaTeX Copy

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. Check FAQs

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

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

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Example

With values

With units

Only example

Here is how the Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like with Values.

Here is how the Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like with Units.

Here is how the Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations equation looks like.

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

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

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

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Hydraulics and Waterworks » fx Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Solution

Follow our step by step solution on how to calculate Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations?

FIRST Step Consider the formula

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

Next Step Substitute values of Variables

∴

Q t = 10cm/s \cdot 2.3m \cdot \frac{4}{2}

Next Step Convert Units

∴

Q t = 0.1m/s \cdot 2.3m \cdot \frac{4}{2}

Next Step Prepare to Evaluate

∴

Q t = 0.1 \cdot 2.3 \cdot \frac{4}{2}

LAST Step Evaluate

∴

Q t = 0.46m³/s

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Formula Elements

Variables

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

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

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

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

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

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 Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations?

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations evaluator uses Discharge from Dam = Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Number of Beds to evaluate the Discharge from Dam, Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations formula is defined as amount of water flowing in foundation piping effect. Discharge from Dam is denoted by Q_t symbol.

How to evaluate Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations using this online evaluator? To use this online evaluator for Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations, enter Coefficient of Permeability of Soil (k), Head of Water (H_Water), Equipotential Lines (N) & Number of Beds (B) and hit the calculate button.

FAQs on Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

What is the formula to find Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations?

The formula of Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations is expressed as Discharge from Dam = Coefficient of Permeability of Soil*Head of Water*Equipotential Lines/Number of Beds. Here is an example- 0.32 = 0.1*2.3*4/2.

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

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

Can the Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations be negative?

Yes, the Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations, measured in Volumetric Flow Rate can be negative.

Which unit is used to measure Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations?

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations is usually measured using the Cubic Meter per Second[m³/s] for Volumetric Flow Rate. Cubic Meter per Day[m³/s], Cubic Meter per Hour[m³/s], Cubic Meter per Minute[m³/s] are the few other units in which Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

: Value
: Unit

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Formula

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Example

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Solution

Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations Formula Elements

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

How to Evaluate Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations?

FAQs on Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

Variable Name