Compute the flow rate over a weir considering the following situations: a. rectangular weir is used with ahead over it of 300 mm and length of crest 1.20 m when C= 0.620. b. a rectangular suppressed weir having the same characteristics given in (a) using the francis formula. c. a two ended contracted weir with the data in (a) using francis formula. d. a V-notch weir with an apex angle of 60 degrees and a head of 300 mm and C=0.62 e. a Cipoletti weir is used under a head of 300 mm and a crest length of 1 m
Compute the flow rate over a weir considering the following situations: a. rectangular weir is used with ahead over it of 300 mm and length of crest 1.20 m when C= 0.620. b. a rectangular suppressed weir having the same characteristics given in (a) using the francis formula. c. a two ended contracted weir with the data in (a) using francis formula. d. a V-notch weir with an apex angle of 60 degrees and a head of 300 mm and C=0.62 e. a Cipoletti weir is used under a head of 300 mm and a crest length of 1 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the flow rate over a weir considering the
following situations:
a. rectangular weir is used with ahead over it of 300 mm and
length of crest 1.20 m when C= 0.620.
b. a rectangular suppressed weir having the same
characteristics given in (a) using the francis formula.
c. a two ended contracted weir with the data in (a) using
francis formula.
d. a V-notch weir with an apex angle of 60 degrees and a
head of 300 mm and C=0.62
e. a Cipoletti weir is used under a head of 300 mm and a crest
length of 1 m
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