About this document

RM19 Hydraulics4 Part1 by Alexander P. Belka is a document available to read on EtoBox.

1. The document provides information about weirs, orifices, and unsteady flow including equations to calculate discharge and time for water level changes. 2. It includes the equations to calculate discharge for various weir types (rectangular, triangular, trapezoidal, Cipolletti), as well as equations for calculating the time it takes for water levels to change between two heights in tanks/reservoirs connected by orifices or weirs. 3. The document ends with 9 practice problems involving calculating dis

Author

Alexander P. Belka

Language

EN