Consider the section of water distribution piping shown below. This figure is not to scale. Ignoring minor losses, find the tota flow into the system (Qdemand), the total energy at point C, and the pressure at point D. Provide answers to 1 decimal place A-D: 1300m @350mm @ (C=140, k, 1.5x10 m) A E₁ = 190m QAB=0.80 m³/s B A-B: 2000m @500mm @ (C=120, k, =4.0x10*¹ m) : D : 2₂ = 115m D-C: 2000m @350mm (C=140, k, =1.5x10 m) B-C: 200m @250mm @ -6 (C=150, k=1.0x10 m) Qdemand: Total Energy at C: Pressure at D demand _m³/s m kPa

Structural Analysis
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Chapter2: Loads On Structures
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Consider the section of water distribution piping shown below. This figure is not to scale. Ignoring minor losses, find the total
flow into the system (Qdemand), the total energy at point C, and the pressure at point D. Provide answers to 1 decimal place.
A-D: 1300m @350mm o
D-C: 2000m @350mm o
(C=140, k̟=1.5x10“ m)
(C=140, k,=1.5x10*r
“m)
D
Qdemand:
m³/s
2, = 115m
Total Energy at C:
m
Pressure at D:
kPa
A
E,
= 190m
Qdemand
QAn = 0.80 m²/s
B-C: 200m @250mm e
(C=150, k¸=1.0x10“ m)
A-B: 2000m @500mm o
(C=120, k, =4.0x10“ m)
Transcribed Image Text:Consider the section of water distribution piping shown below. This figure is not to scale. Ignoring minor losses, find the total flow into the system (Qdemand), the total energy at point C, and the pressure at point D. Provide answers to 1 decimal place. A-D: 1300m @350mm o D-C: 2000m @350mm o (C=140, k̟=1.5x10“ m) (C=140, k,=1.5x10*r “m) D Qdemand: m³/s 2, = 115m Total Energy at C: m Pressure at D: kPa A E, = 190m Qdemand QAn = 0.80 m²/s B-C: 200m @250mm e (C=150, k¸=1.0x10“ m) A-B: 2000m @500mm o (C=120, k, =4.0x10“ m)
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