French Drain Equations Formulas Design Calculator Flow Line Slope

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Fluid Mechanics Hydraulics

Solving for flow line slope.

Inputs:

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Conversions:

seepage rate or flow per foot of trench (Q_L)

= 0

foot^3/day-foot

permeability (K)

= 0

foot/day

area normal to seepage flow/foot of trench (A)

= 0

foot^2/foot

Solution:

flow line slope (S)

= NOT CALCULATED

Other Units:

Change Equation
Select to solve for a different unknown

saturated soil seepage rate into drain

	seepage rate or flow per foot of trench
	permeability
	area normal to flow per foot of trench
	flow line slope

References - Books:
Martin Wanielista, Robert Kersten and Ron Eaglin. 1997. Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd ed.

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By Jimmy Raymond

Contact: aj@ajdesigner.com