ead loss between the inlet and of the velocity head, and the he pipe itself between point B of the pipe is (;) of the velocity ese conditions, what is the

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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For this siphon the elevations as shown in
figure. The head loss between the inlet and
-(z = 32 m)
point B is () of the velocity head, and the
head loss in the pipe itself between point B
Dia. = 25 cm
and the end of the pipe is () of the velocity
head. For these conditions, what is the
(z = 30 m)
discharge and what is the pressure at point
Discharge (submerged)
into lower reservoir
Water
T = 20°C
C(z = 27 m)
- D(2 = 26 m)
Transcribed Image Text:For this siphon the elevations as shown in figure. The head loss between the inlet and -(z = 32 m) point B is () of the velocity head, and the head loss in the pipe itself between point B Dia. = 25 cm and the end of the pipe is () of the velocity head. For these conditions, what is the (z = 30 m) discharge and what is the pressure at point Discharge (submerged) into lower reservoir Water T = 20°C C(z = 27 m) - D(2 = 26 m)
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