Determine the elevation of the upstream reservoir (A) in Figure P4.1.2 if the downstream reservoir (B) is at 750m, the flow rate ((water at 20 ℃) through the smooth concrete pipeline is ,1.2m^3/sec given the following: pipes 1 and 2: 100m long (D=0.5m) valves 1–2: fully open globe valve expansion 2–3: D=0.5m to 1.0m pipe 3: 100m long (D=1.0m) pipe 5: 50m long (D=0.5m) pipe 6: 50m long (D=0.5m) confusor 4: loss coefficient of 0.3 bend 5–6: loss coefficient of 0.2
Determine the elevation of the upstream reservoir (A) in Figure P4.1.2 if the downstream reservoir (B) is at 750m, the flow rate ((water at 20 ℃) through the smooth concrete pipeline is ,1.2m^3/sec given the following: pipes 1 and 2: 100m long (D=0.5m) valves 1–2: fully open globe valve expansion 2–3: D=0.5m to 1.0m pipe 3: 100m long (D=1.0m) pipe 5: 50m long (D=0.5m) pipe 6: 50m long (D=0.5m) confusor 4: loss coefficient of 0.3 bend 5–6: loss coefficient of 0.2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the elevation of the upstream reservoir (A) in Figure P4.1.2 if the downstream reservoir
(B) is at 750m, the flow rate ((water at 20 ℃) through the smooth concrete pipeline is ,1.2m^3/sec
given the following:
pipes 1 and 2: 100m long (D=0.5m)
valves 1–2: fully open globe valve
expansion 2–3: D=0.5m to 1.0m
pipe 3: 100m long (D=1.0m)
pipe 5: 50m long (D=0.5m)
pipe 6: 50m long (D=0.5m)
confusor 4: loss coefficient of 0.3
bend 5–6: loss coefficient of 0.2
Transcribed Image Text:3
4
5
6.
Figure P4.1.2
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