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Darcy's Law Equations Formulas Design Calculator
Fluid Mechanics Hydraulics

Solving for column length.

column length

Inputs:
pressure head at point 1 (h1) 
pressure head at point 2 (h2) 
hydraulic gradient (i) 

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

Solution:
column length (l)  =  HAS NOT BEEN CALCULATED 

Other Units:

Change Equation
Select an equation to solve for a different unknown

flow rate
flow rate flow rate
hydraulic conductivity hydraulic conductivity
hydraulic gradient hydraulic gradient
flow cross sectional area flow cross sectional area

hydraulic gradient
hydraulic gradient hydraulic gradient
pressure head at point 1 pressure head at point 1
pressure head at point 2 pressure head at point 2
length of column length of column

seepage velocity
seepage velocity seepage velocity
darcy velocity or flux darcy velocity or flux
flow gross cross sectional area flow gross cross sectional area
length of column voids effective cross sectional area

darcy velocity or flux
darcy velocity or flux darcy velocity or flux
hydraulic conductivity hydraulic conductivity
hydraulic gradient hydraulic gradient

seepage velocity
seepage velocity seepage velocity
darcy velocity or flux darcy velocity or flux
porosity porosity

void ratio
void ratio void ratio
voids volume voids volume
solids volume solids volume

porosity
porosity porosity
voids volume voids volume
total volume total volume

saturated soil phase diagram
total volume total volume
voids volume voids volume
solids 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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