Instructions: Open book, open notes. Use engineering paper.
When you are finished, staple your work in sequence,
and return this sheet with your work.
Using the specific energy principle, calculate the discharge (in m2s-1)
through a sluice gate in a wide rectangular channel, with upstream depth y1 = 0.44 m, and y2 = 0.12 m.
A hydraulic jump occurs in a rectangular channel with a design discharge of
q = 1.2 m2 s-1. The energy loss is ΔE = 2.2 m. What are the initial and sequent depths?