Fluid Mechanics Hydraulics Design Formulas

Solving for flow rate.

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

throat section width (B)

= 0

= 0

foot

upstream depth (h_{1})

= 0

= 0

foot

flow rate (Q)

= 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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