Fluid Mechanics Hydraulics

Solving for flow line slope.

seepage rate or flow per foot of trench (Q_{L})

= 0

= 0

foot^3/day-foot

permeability (K)

= 0

= 0

foot/day

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

= 0

= 0

foot^2/foot

flow line slope (S)

= NOT CALCULATED

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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