A water siphon having a constant inside diameof 3 in. is arranged as shown in the figure belowthe friction loss between A and B is 0.8V²/2 whis the velocity of flow in the siphon, determineflowrate involved.Assume a = 4 ft, h = 12 ft.D--Bah

Given: Siphon inside diameter = 3 in Friction loss = 0.8v²/2 a = 4ft, h = 12ft Required : Flow rate…

A water siphon having a constant inside diame of 3 in. is arranged as shown in the figure below the friction loss between A and B is 0.8V2/2 wh is the velocity of flow in the siphon, determine flowrate involved. Assume a = 4 ft, h = 12 ft. D B a h

A water siphon having a constant inside diame of 3 in. is arranged as shown in the figure below the friction loss between A and B is 0.8V2/2 wh is the velocity of flow in the siphon, determine flowrate involved. Assume a = 4 ft, h = 12 ft. D B a h

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.1P

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Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.

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A water siphon having a constant inside diame
of 3 in. is arranged as shown in the figure below
the friction loss between A and B is 0.8V²/2 wh
is the velocity of flow in the siphon, determine
flowrate involved.
Assume a = 4 ft, h = 12 ft.
D--
B
a
h

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