For this siphon the elevations at A, B, C, and D are: 30 m, 32 m, 27 m, and 26 m, respectively. The head loss between the inlet and point B is three-quarters of the velocity head, and the head loss in the pipe itself between point B and the end of the pipe is one-quarter of the velocity head. For these conditions, what is the discharge and what is the pressure at point B? The pipe diameter 25 cm. Discharge (submerged) into lower reservoir Water T-20°C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For this siphon the elevations at A, B, C, and
D are: 30 m, 32 m, 27 m, and 26 m,
respectively. The head loss between the
inlet and point B is three-quarters of the
velocity head, and the head loss in the pipe
itself between point B and the end of the
pipe is one-quarter of the velocity head. For
these conditions, what is the discharge and
what is the pressure at point B? The pipe
diameter 25 cm.
Discharge (submerged)
into lower reservoir
Water
T- 20°C
Transcribed Image Text:For this siphon the elevations at A, B, C, and D are: 30 m, 32 m, 27 m, and 26 m, respectively. The head loss between the inlet and point B is three-quarters of the velocity head, and the head loss in the pipe itself between point B and the end of the pipe is one-quarter of the velocity head. For these conditions, what is the discharge and what is the pressure at point B? The pipe diameter 25 cm. Discharge (submerged) into lower reservoir Water T- 20°C
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