Solving for top water surface width.

area of sectin flow (A)

= 0

= 0

meter^2

mean depth (h_{m})

= 0

= 0

meter

top water surface width (T)

= NOT CALCULATED

Select to solve for a different unknown

hydraulic radius

hydraulic radius | |

area of section flow | |

wetted perimeter | |

hydraulic radius of a pipe |

mean depth

mean depth | |

area of section flow | |

top water surface width |

Froude number

Froude number | |

flow velocity | |

acceleration of gravity | |

mean depth |

References - Books:

U.S. Department of the Interior Bureau of Reclamation. Water Resources Research Laboratory: Water Measurement Manual. Washington DC, 2001.

Lindeburg, Michael R. 1992. Engineer In Training Reference Manual. Professional Publication, Inc. 8th Edition.

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