Q#1(a) Water flows over a rectangular weir 3m long. The height of water surface over the weir is 1m. Calculate discharge over the weir by: Simple formula Francis’ formula Take Cd=0.62 and velocity of approach=2m/sec. Find the difference between the two discharges.
Q#1(a) Water flows over a rectangular weir 3m long. The height of water surface over the weir is 1m. Calculate discharge over the weir by: Simple formula Francis’ formula Take Cd=0.62 and velocity of approach=2m/sec. Find the difference between the two discharges.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q#1(a) Water flows over a rectangular weir 3m long. The height of water surface over the weir is 1m. Calculate discharge over the weir by:
- Simple formula
- Francis’ formula
Take Cd=0.62 and velocity of approach=2m/sec. Find the difference between the two discharges.
(b) What is meant by “Hydraulic coefficient”? Explain different types of hydraulic coefficients.
(c) What is a “Cippoletti weir” ?Prove that the side slope of a Cippoletti weir is 1:4.
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