Solving for upstream depth.

Note: This equation is valid only for flumes with throat width between 2 and 8 feet.

throat section width (B) = 0 = 0 foot |

flow rate (Q) = 0 = 0 foot^3/second |

upstream depth (h _{1})= NOT CALCULATED |

Select to solve for a different unknown

Solve for flow rate. | |

Solve for upstream depth. |

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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