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Permeameter Equations Formulas Design Calculator
Fluid Mechanics Hydraulics

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 an equation to solve for a different unknown

porous medium flow rate porous medium flow rate
permeability coefficient permeability coefficient
cross sectional area cross sectional area
pressure head pressure head change
change in length 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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