Darcy's Law Linear Seepage Velocity Equations Formulas Design Calculator

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Solving for seepage velocity.

Inputs:

Conversions:

Darcy velocity or flux (v)	=	0		=	0	centimeter/second
porosity (n)	=	0		=	0

Solution:

seepage velocity (v_s)

HAS NOT BEEN CALCULATED

Other Units:

Change Equation
Select an equation to solve for a different unknown

flow rate

	flow rate
	hydraulic conductivity
	hydraulic gradient
	flow cross sectional area

hydraulic gradient

	hydraulic gradient
	pressure head at point 1
	pressure head at point 2
	length of column

seepage velocity

	seepage velocity
	darcy velocity or flux
	flow gross cross sectional area
	voids effective cross sectional area

darcy velocity or flux

	darcy velocity or flux
	hydraulic conductivity
	hydraulic gradient

seepage velocity

	seepage velocity
	darcy velocity or flux
	porosity

void ratio

	void ratio
	voids volume
	solids volume

porosity

	porosity
	voids volume
	total volume

saturated soil phase diagram

	total volume
	voids volume
	solids volume

References - Books:

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

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