wave conditions: M. Ho-5 m T-18 s 6000 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Shelter
36-253,
on," J.
Fluid
47, pp.
riodic
Vol. I,
Eng.
ulics
Tech.
4.3 The harbor entrance shown below is designed for the following deep water
wave conditions:
Ocean
Ho = 5 m
T= 18 s
6000 m
Harbor
Station B
It is desired to design the width at station B such that the wave height at station
B resulting from the design wave is 2 m. What must be the slope of the side
Transcribed Image Text:Shelter 36-253, on," J. Fluid 47, pp. riodic Vol. I, Eng. ulics Tech. 4.3 The harbor entrance shown below is designed for the following deep water wave conditions: Ocean Ho = 5 m T= 18 s 6000 m Harbor Station B It is desired to design the width at station B such that the wave height at station B resulting from the design wave is 2 m. What must be the slope of the side
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