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AJ French Drain Equations Formulas Design Calculator
Fluid Mechanics Hydraulics

Solving for permeability.

permeability

Inputs:
seepage rate or flow per foot of trench (QL) 
area normal to seepage flow/foot of trench (A) 
flow line slope (S) 

Conversions:
seepage rate or flow per foot of trench (QL) = 0    = 0  foot^3/day-foot
area normal to seepage flow/foot of trench (A) = 0    = 0  foot^2/foot
flow line slope (S) = 0    = 0  

Solution:
permeability (K)  =  HAS NOT BEEN CALCULATED 

Other Units:

Change Equation
Select an equation to solve for a different unknown

saturated soil seepage rate into drain
seepage rate or flow per foot of trench seepage rate or flow per foot of trench
permeability permeability
area normal to flow for one foot of trench area normal to flow per foot of trench
flow line slope flow line slope
References - Books:

Martin Wanielista, Robert Kersten and Ron Eaglin. 1997. Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd ed.
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