Darcy's Law Equations Calculator

Fluid Mechanics Hydraulics Design Formulas


Solving for pressure head at point 2.
pressure head at point 2

Inputs:

pressure head at point 1 (h1)
hydraulic gradient (i)
column length (l)


Conversions:

pressure head at point 1 (h1)
= 0
= 0
centimeter
hydraulic gradient (i)
= 0
= 0
column length (l)
= 0
= 0
centimeter

Solution:

pressure head at point 2 (h2)
= NOT CALCULATED

Other Units:


Change Equation
Select to solve for a different unknown
flow rate
flow rateflow rate
hydraulic conductivityhydraulic conductivity
hydraulic gradienthydraulic gradient
flow cross sectional areaflow cross sectional area
hydraulic gradient
hydraulic gradienthydraulic gradient
pressure head at point 1pressure head at point 1
pressure head at point 2pressure head at point 2
length of columnlength of column
seepage velocity
seepage velocityseepage velocity
darcy velocity or fluxdarcy velocity or flux
flow gross cross sectional areaflow gross cross sectional area
length of columnvoids effective cross sectional area
darcy velocity or flux
darcy velocity or fluxdarcy velocity or flux
hydraulic conductivityhydraulic conductivity
hydraulic gradienthydraulic gradient
seepage velocity
seepage velocityseepage velocity
darcy velocity or fluxdarcy velocity or flux
porosityporosity
void ratio
void ratiovoid ratio
voids volumevoids volume
solids volumesolids volume
porosity
porosityporosity
voids volumevoids volume
total volumetotal volume
saturated soil phase diagram
total volumetotal volume
voids volumevoids volume
solids volumesolids volume

References - Books:
Michael D. LaGrega, Phillip L. Buckingham and Jeffery C. Evan. 1994. Hazardous Waste Management. McGraw Hill, Inc.
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