Darcy's Law Equations Calculator

Fluid Mechanics Hydraulics Design Formulas

Solving for column length.

Inputs:

 pressure head at point 1 (h1) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard
 pressure head at point 2 (h2) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard
 hydraulic gradient (i)

Conversions:

 pressure head at point 1 (h1)= 0 = 0centimeter
 pressure head at point 2 (h2)= 0 = 0centimeter
 hydraulic gradient (i)= 0 = 0

Solution:

 column length (l)= NOT CALCULATED

Other Units:

Change Equation
Select to solve for a different unknown
flow rate
 flow rate hydraulic conductivity hydraulic gradient flow cross sectional area
hydraulic gradient
 hydraulic gradient pressure head at point 1 pressure head at point 2 length of column
seepage velocity
 seepage velocity darcy velocity or flux flow gross cross sectional area voids effective cross sectional area
darcy velocity or flux
 darcy velocity or flux hydraulic conductivity hydraulic gradient
seepage velocity
 seepage velocity darcy velocity or flux porosity
void ratio
 void ratio voids volume solids volume
porosity
 porosity voids volume total volume
saturated soil phase diagram
 total volume voids volume solids volume

References - Books:
Michael D. LaGrega, Phillip L. Buckingham and Jeffery C. Evan. 1994. Hazardous Waste Management. McGraw Hill, Inc.

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By Jimmy Raymond

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