Solving for area normal to flow per foot of trench.

seepage rate or flow per foot of trench (Q _{L})= 0 = 0 foot^3/day-foot |

permeability (K) = 0 = 0 foot/day |

flow line slope (S) = 0 = 0 |

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