sornm diam. Lorfice Cy=0,92) O.5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm wide with a rectangular contracted weir (L=200mm) at one end and close at the other end. The orifice diam is 80mm, coef of discharge= 0.92, and a head h=1m.
b) If the supply from the orifice is closed, find the time to lower the head of the weir by 80mm.

Transcribed Image Text:8ormm diam.
0.5
O.5m
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