For the figure shown, calculate the elevation of the pressure head at the junction (P). Round off your answer into one decimal place. L Use Darcy-Weisbach formula to compute for the headloss in the pipes: hf, = 0.0826f: - D5 Q? Answer: Elev = El 50m A El 44m B Elev = ? 2 D = 1200 mm L, = 1800 m D2 = 750 mm L2 = 1350 m Dz = 750 mm L3 = 1350 m %3D El C Use f=0.02 for all pipes. Discharge in pipe 1, Qi = 1.35m³/s E
For the figure shown, calculate the elevation of the pressure head at the junction (P). Round off your answer into one decimal place. L Use Darcy-Weisbach formula to compute for the headloss in the pipes: hf, = 0.0826f: - D5 Q? Answer: Elev = El 50m A El 44m B Elev = ? 2 D = 1200 mm L, = 1800 m D2 = 750 mm L2 = 1350 m Dz = 750 mm L3 = 1350 m %3D El C Use f=0.02 for all pipes. Discharge in pipe 1, Qi = 1.35m³/s E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the figure shown, calculate the elevation of the pressure head at the junction (P). Round off your answer into one decimal place.
L
Use Darcy-Weisbach formula to compute for the headloss in the pipes: hf, = 0.0826f:
-
D5 Q?
Answer: Elev =
El 50m
A
El 44m
B
Elev = ?
2
D = 1200 mm L, = 1800 m
D2 = 750 mm L2 = 1350 m
Dz = 750 mm L3 = 1350 m
%3D
El C
Use f=0.02 for all pipes.
Discharge in pipe 1, Qi = 1.35m³/s
E
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