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Permeameter Equations Design Calculator

Fluid Mechanics Hydraulics Formulas

Solving for length change.

length change

Inputs:

permeability coefficient (K)
cross sectional area (A)
pressure head change (Δh)
porous medium flow rate (Q)
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Conversions:

permeability coefficient (K)
= 0
= 0
meter^3/day-meter^2
cross sectional area (A)
= 0
= 0
meter^2
pressure head change (Δh)
= 0
= 0
meter
porous medium flow rate (Q)
= 0
= 0
meter^3/second

Solution:

length change (ΔL)
= 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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