porous medium flow rate (Q)

= 0

= 0

meter^3/second

length change (ΔL)

= 0

= 0

meter

permeability coefficient (K)

= 0

= 0

meter^3/day-meter^2

cross sectional area (A)

= 0

= 0

meter^2

pressure head change (Δh)

= HAS NOT BEEN CALCULATED

Select to solve for a different unknown

porous medium flow rate | |

permeability coefficient | |

cross sectional area | |

pressure head change | |

length change |

References - Books:

1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.

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