ischarge is 875 ft/s and the normal depth ar culated to be 1.0 ft and 54.7 ft/s, respect lepth and velocity were calculated to be 9.71 ne the type of flow occurring in both channels

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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A 16 ft wide, rectangular channel goes from a very steep grade to a mild slope. The
design discharge is 875 ft/s and the normal depth and velocity on the steep slope
were calculated to be 1.0 ft and 54.7 ft/s, respectively. On the mild slope, the
normal depth and velocity were calculated to be 9.71 ft and 5.6 ft/s, respectively.
Determine the type of flow occurring in both channels. If a hydraulic jump occurs,
evaluate the depth downstream (sequent depth (y2)) of the hydraulic jump.
Transcribed Image Text:A 16 ft wide, rectangular channel goes from a very steep grade to a mild slope. The design discharge is 875 ft/s and the normal depth and velocity on the steep slope were calculated to be 1.0 ft and 54.7 ft/s, respectively. On the mild slope, the normal depth and velocity were calculated to be 9.71 ft and 5.6 ft/s, respectively. Determine the type of flow occurring in both channels. If a hydraulic jump occurs, evaluate the depth downstream (sequent depth (y2)) of the hydraulic jump.
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