Permeameter Equations Design Calculator
Fluid Mechanics Hydraulics Formulas
Solving for pressure head change.
Inputs:
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Conversions:
porous medium flow rate (Q)
= 0
= 0
meter^3/second
length change (ΔL)
= 0
= 0
meter
permeability coefficient (K)
= 0
= 0
meter^3/day-meter^2
cross sectional area (A)
= 0
= 0
meter^2
Solution:
pressure head change (Δh)
= HAS NOT BEEN CALCULATED
Other Units:
Change Equation
Select to solve for a different unknown
Select to solve for a different unknown
 | porous medium flow rate |
 | permeability coefficient |
 | cross sectional area |
 | pressure head change |
 | length change |
References - Books:
1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
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