Permeameter Equations Design Calculator

Fluid Mechanics Hydraulics Formulas


Solving for pressure head change.

pressure head change

Inputs:

porous medium flow rate (Q)
length change (ΔL)
permeability coefficient (K)
cross sectional area (A)


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
porous medium flow rateporous medium flow rate
permeability coefficientpermeability coefficient
cross sectional areacross sectional area
pressure head pressure head change
change in lengthlength 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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