1. Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as shown. Assuming water viscosity (v = 1×10“ m²/s), ks = lmm (both pipes) and ignoring minor losses, compute the total flow leaving point C? Select ZA = ZB between: 850 < Za = ZB < 1000m above reference line. Select Li between: 1500m< L1 < 2000m. A Di = 120mm D: =80mm L: - 1000m |ZA-ZB (above reference line) Zc-800m above reference line

1. Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as shown. Assuming water viscosity (v = 1×10“ m²/s), ks = lmm (both pipes) and ignoring minor losses, compute the total flow leaving point C? Select ZA = ZB between: 850 < Za = ZB < 1000m above reference line. Select Li between: 1500m< L1 < 2000m. A Di = 120mm D: =80mm L: - 1000m |ZA-ZB (above reference line) Zc-800m above reference line

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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Question

1. Water flows from reservoirs A and B to point C (discharge to atmosphere)
through pipes 1 and 2 as shown. Assuming water viscosity (v = 1×10“ m²/s), ks = lmm (both
pipes) and ignoring minor losses, compute the total flow leaving point C?
Select ZA = ZB between: 850 < Za = ZB < 1000m above reference line.
Select Li between: 1500m< L1 < 2000m.
A
Di = 120mm
D: =80mm
L: - 1000m
|ZA-ZB (above reference line)
Zc-800m above reference line

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