Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations Formula

Fx Copy
LaTeX Copy
The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil. Check FAQs
k=QtBHWaterN
k - Coefficient of Permeability of Soil?Qt - Discharge from Dam?B - Number of Beds?HWater - Head of Water?N - Equipotential Lines?

Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations Example

With values
With units
Only example

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

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

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

10Edit=0.46Edit2Edit2.3Edit4Edit
You are here -
HomeIcon Home » Category Engineering » Category Civil » Category Hydraulics and Waterworks » fx Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations

Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations Solution

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

FIRST Step Consider the formula
k=QtBHWaterN
Next Step Substitute values of Variables
k=0.46m³/s22.3m4
Next Step Prepare to Evaluate
k=0.4622.34
Next Step Evaluate
k=0.1m/s
LAST Step Convert to Output's Unit
k=10cm/s

Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations Formula Elements

Variables
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.
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: Qt
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value can be positive or negative.
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.
Head of Water
Head of Water is defined as the height of water columns.
Symbol: HWater
Measurement: LengthUnit: m
Note: Value can be positive or negative.
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.

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
Lpipe=C1HfVmax
​Go Velocity given Length of Conduit after using Area of Pipe in Discharge
Vmax=C1HfLpipe
​Go Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Ln=C2Hf
​Go New Material Coefficient C2 for Dams on Soft or Porous Foundations
C2=C1Vmax

How to Evaluate Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations?

Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations evaluator uses Coefficient of Permeability of Soil = (Discharge from Dam*Number of Beds)/(Head of Water*Equipotential Lines) to evaluate the Coefficient of Permeability of Soil, Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations formula is defined as property of material defines ability to conduct. Coefficient of Permeability of Soil is denoted by k symbol.

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

FAQs on Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations

What is the formula to find Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations?
The formula of Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations is expressed as Coefficient of Permeability of Soil = (Discharge from Dam*Number of Beds)/(Head of Water*Equipotential Lines). Here is an example- 1437.5 = (0.46*2)/(2.3*4).
How to calculate Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations?
With Discharge from Dam (Qt), Number of Beds (B), Head of Water (HWater) & Equipotential Lines (N) we can find Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations using the formula - Coefficient of Permeability of Soil = (Discharge from Dam*Number of Beds)/(Head of Water*Equipotential Lines).
Can the Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations be negative?
No, the Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations, measured in Speed cannot be negative.
Which unit is used to measure Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations?
Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations is usually measured using the Centimeter per Second[cm/s] for Speed. Meter per Second[cm/s], Meter per Minute[cm/s], Meter per Hour[cm/s] are the few other units in which Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations can be measured.
Copied!