Water flows at a rate of 0.05 m³/s from reservoir A to reservoir B through three concrete pipes connected in series, as shown in the figure. Find the difference between water surface elevations in the reservoirs. Neglect all minor losses. Head loss for 400 mm is 0.00051 m/m; for 300mm is 0.0020 m/m; and for 200mm pipe is 0.015 m/m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water flows at a rate of 0.05 m°/s from
reservoir A to reservoir B through three
concrete pipes connected in series, as
shown in the figure. Find the difference
between water surface elevations in the
reservoirs. Neglect all minor losses.
Head loss for 400 mm is 0.00051 m/m;
for 300mm is 0.0020 m/m;
and for 200mm pipe is 0.015 m/m.
H=?
Water
2600 m
970 m
B
400-mm diameter
200-mm diameter
Water
1850 m
300-mm diameter
35.04 m
19.58 m
6.28 m
82.10 m
Transcribed Image Text:Water flows at a rate of 0.05 m°/s from reservoir A to reservoir B through three concrete pipes connected in series, as shown in the figure. Find the difference between water surface elevations in the reservoirs. Neglect all minor losses. Head loss for 400 mm is 0.00051 m/m; for 300mm is 0.0020 m/m; and for 200mm pipe is 0.015 m/m. H=? Water 2600 m 970 m B 400-mm diameter 200-mm diameter Water 1850 m 300-mm diameter 35.04 m 19.58 m 6.28 m 82.10 m
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