A reservoir A with elevation 30 m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the amount of flow from J to B is equal 0.11 m3/sec use the following data to determine the flow in each pipe and the power of the pump: LAJ = 450 m, DAJ = 300 mm, LJB %3D %3D 300 m, DJB = 200 m, Q JB = 0.11 %3D m³/sec, L JC = 600, D jc = 150 mm , f (all pipes) %3D = 0.02 J A RIVER

Structural Analysis
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A reservoir A with elevation 30m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the amount of flow from J to B is equal 0.11 m/sec use the following data to determine the flow in each pipe and the power of the pump: LAJ 450 m, DaJ = 300 mm, LJB= 300 m, DJB = 200 m, Q JB = 0. m'/sec, LJc 600, D Jc = 150 mm,f (all Pipes) 0.02
A reservoir A with elevation 30 m
connected with a pump to rise the
water into two reservoirs B and C
90m and 60 m respectively the
is equal
0.11 m3/sec use the following data
to determine the flow in each pipe
and the power of the pump:
amount of flow from J to
LAJ = 450 m, DAJ = 300 mm, LJB =
%3D
300 m, DJB = 200 m, Q JB = 0.11
m³/sec,
150 mm , f (all
L JC = 600, D JC
pipes) = 0.02
%3D
%3D
J
A
RIVER
Transcribed Image Text:A reservoir A with elevation 30 m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the is equal 0.11 m3/sec use the following data to determine the flow in each pipe and the power of the pump: amount of flow from J to LAJ = 450 m, DAJ = 300 mm, LJB = %3D 300 m, DJB = 200 m, Q JB = 0.11 m³/sec, 150 mm , f (all L JC = 600, D JC pipes) = 0.02 %3D %3D J A RIVER
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