A pipe of 0.7 m diameter has a length of 6 km and connects two reservoirs A and B. The water level in reservoir A is at an elevation 30 m above the water level in reservoir B. Halfway along the pipe line, there is a branch through which water can be supplied to a third reservoir C. The friction

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A pipe of 0.7 m diameter has a length of 6 km
and connects two reservoirs A and B. The water
level in reservoir A is at an elevation 30 m above
the water level in reservoir B. Halfway along the
pipe line, there is a branch through which water
can be supplied to a third reservoir C. The friction
factor of the pipe is 0.024. The quantity of water
discharged into reservoir C is 0.15 m³/s.
Considering
the acceleration due to gravity as
9.81 m/s2 and neglecting minor losses,
the discharge (in m³/s) into the reservoir B
is
Transcribed Image Text:A pipe of 0.7 m diameter has a length of 6 km and connects two reservoirs A and B. The water level in reservoir A is at an elevation 30 m above the water level in reservoir B. Halfway along the pipe line, there is a branch through which water can be supplied to a third reservoir C. The friction factor of the pipe is 0.024. The quantity of water discharged into reservoir C is 0.15 m³/s. Considering the acceleration due to gravity as 9.81 m/s2 and neglecting minor losses, the discharge (in m³/s) into the reservoir B is
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