A rectangular open channel of 6 m width is carrying a discharge of 20 m³/s. Consider the acceleration due to gravity as 9.81 m/s² and assume water as incompressible and inviscid. The depth of flow in the channel at which the specific energy of the flowing water is minimum for the given discharge will then be

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A rectangular open channel of 6 m width is carrying
a discharge of 20 m³/s. Consider the acceleration
due to gravity as 9.81 m/s² and assume water as
incompressible and inviscid. The depth of flow
in the channel at which the specific energy of the
flowing water is minimum for the given discharge
will then be
Transcribed Image Text:A rectangular open channel of 6 m width is carrying a discharge of 20 m³/s. Consider the acceleration due to gravity as 9.81 m/s² and assume water as incompressible and inviscid. The depth of flow in the channel at which the specific energy of the flowing water is minimum for the given discharge will then be
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