DESIGN OF MACHINERY (LL) >CUSTOM<
6th Edition
ISBN: 9781264095681
Author: Norton
Publisher: MCG CUSTOM
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An open channel of square cross section had a flowrate of 17.2 ft³/s when first used. After extended use, the channel became 0.6-filled
with silt. Determine the flowrate for this silted condition. Assume the Manning coefficient is the same for all the surfaces.
Qs=
! ft³/s
(Manning equation) The triangular flume shown in the figure below is built to carry its design flowrate, Qo, at a depth of 0.991 m as is
indicated. If the flume is to be able to carry up to twice its design flowrate, Q = 2Qo, determine the freeboard, I, needed.
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-90°-
0.991 m
i
m
Water flows in a 2-ft-wide rectangular channel at a rate of 10 ft³/s. If the water depth downstream of a hydraulic jump is 2.5 ft,
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across the jump.
(a) y₁ = i
(b) Fr₁ = i
(c) Fr₂ = i
(d) h₁ =
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