s depicted in figure below, a vertically uniform but laterally sheared coastal current must climb a bottom escarpment. Assuming that the jet velocity still vanishes offshore, determine the offshore velocity profile and the width of the jet downstream of the escarpment using H1 = 200 m, H2 = 160 m, U1 = 0.5 m/ s, L1 = 10 km, and f = 10 − 4 s − 1 . What would happen if the downstream depth were only 100 m? Explain your workings, equations that have been used, and assumptions that have been used.
s depicted in figure below, a vertically uniform but laterally sheared coastal current must climb a bottom escarpment. Assuming that the jet velocity still vanishes offshore, determine the offshore velocity profile and the width of the jet downstream of the escarpment using H1 = 200 m, H2 = 160 m, U1 = 0.5 m/ s, L1 = 10 km, and f = 10 − 4 s − 1 . What would happen if the downstream depth were only 100 m? Explain your workings, equations that have been used, and assumptions that have been used.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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As depicted in figure below, a vertically uniform but laterally sheared coastal current must climb a bottom escarpment. Assuming that the jet velocity still vanishes offshore, determine the offshore velocity profile and the width of the jet downstream of the escarpment using H1 = 200 m, H2 = 160 m, U1 = 0.5 m/ s, L1 = 10 km, and f = 10 − 4 s − 1 . What would happen if the downstream depth were only 100 m? Explain your workings, equations that have been used, and assumptions that have been used.
Transcribed Image Text:H₂
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