Use
the a) Hazen-Williams equation, b) Manning equation, and c) the
Darcy-Weisbach equation to calculate the flow rate in a smooth
concrete pipe that carries water (20°C) between reservoirs A and B
(see figure). The 4.5m diameter pipeline is 5.5km long. There is a
60m difference in the two water surface elevations. Compare the
results and discuss the differences. Assume that minor losses are
negligible.

NOTE:

the answers should be

a) Q = 178 m^3/s

b) Q = 163 m^3/s

c) Q = 156 m^3/s

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