analysis-doing by matlab
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Numerical analysis-doing by matlab
Transcribed Image Text:Bernoulli's equation for fluid flow in an open channel with a small bump is
Q?
2gb²h
Q?
+h+H
2gb²h²
+ họ =
where
Q = 1.2 m³/s = volume rate of flow
g = 9.81 m/s² = gravitational acceleration
b = 1.8 m = width of channel
ho = 0.6 m = upstream water level
H = 0.075 m = height of bump
h= water level above the bump
Determine h.
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