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Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @325mm º D-B: 400m @325mm ở (C=140,k=1.5x104 m) (C=140, k, =1.5x10“m) B Demand = 0.78m/s zc45m 2D- 50m En- 80m Za- 40m A A-B: 3000m a 400mm e E - 141m (C=120, k =5.3x10+ m) ZA 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m a500mm (C=120, k=5.3x104m)

Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @325mm º D-B: 400m @325mm ở (C=140,k=1.5x104 m) (C=140, k, =1.5x10“m) B Demand = 0.78m/s zc45m 2D- 50m En- 80m Za- 40m A A-B: 3000m a 400mm e E - 141m (C=120, k =5.3x10+ m) ZA 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m a500mm (C=120, k=5.3x104m)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @ 325mm ø D-B: 400m @ 325mm (C=140,k, =1.5x106 m) (C=140,k=1.5x10“ m) Demand = 0.78m³/s C D ZD= 50m Ев 80m zc=45m ZB= 40m A-B: 3000m @ 400mm ở E = 141m (C=120, k =5.3x10+ m) ZA = 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m @500mm (C=120, k =5.3x10+ m)
Transcribed Image Text:Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @ 325mm ø D-B: 400m @ 325mm (C=140,k, =1.5x106 m) (C=140,k=1.5x10“ m) Demand = 0.78m³/s C D ZD= 50m Ев 80m zc=45m ZB= 40m A-B: 3000m @ 400mm ở E = 141m (C=120, k =5.3x10+ m) ZA = 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m @500mm (C=120, k =5.3x10+ m)
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