The large tanks A and B are connected by a variable section pipe. The water level in tank A is 2m, and the difference in level between the two tanks is 3m. The radius in pipe run 1 is 3 cm, reducing by half at point 2, and by one third at point 3. Consider g = 10m/s2; z1=2.8m; z2=1.5 m; z3=0 m and P3 = P0. Calculate: a) Gauge pressure at the bottom of tank A, expressed in pascals and meters per column of water b) Speed with which the water pours into tank B (point 3) and flow rate expressed in l / s. c) Speed at points 1 and 2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The large tanks A and B are connected by a variable section pipe. The water level in tank A is 2m, and the difference in level between the two tanks is 3m. The radius in pipe run 1 is 3 cm, reducing by half at point 2, and by one third at point 3.

Consider g = 10m/s2; z1=2.8m; z2=1.5 m; z3=0 m and P3 = P0.
Calculate:
a) Gauge pressure at the bottom of tank A, expressed in pascals and meters per column of water
b) Speed with which the water pours into tank B (point 3) and flow rate expressed in l / s.
c) Speed at points 1 and 2.

h
2 m
2,8 m
1,5m
3 m
Transcribed Image Text:h 2 m 2,8 m 1,5m 3 m
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