Find the armor size for preliminary design using the Hudson formula, for a rubble mound detached breakwater. The structure is in around 6 m water depth with a crest 2 m. The side slopes are set to 1V:2H. The breakwater length is 170 m. The design parameters are as follows: Crest level = 2 m; Seabed level = −6 m; Water level = 1 m Design significant wave height (non-breaking) Hs = (3,7) m Rock density = (2,64) t/m3, Stability coefficient = 2,8
Find the armor size for preliminary design using the Hudson formula, for a rubble mound detached breakwater. The structure is in around 6 m water depth with a crest 2 m. The side slopes are set to 1V:2H. The breakwater length is 170 m. The design parameters are as follows: Crest level = 2 m; Seabed level = −6 m; Water level = 1 m Design significant wave height (non-breaking) Hs = (3,7) m Rock density = (2,64) t/m3, Stability coefficient = 2,8
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.26CTP: Figure 15.53 below shows a cantilever sheet pile driven into a granular soil where the water table...
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Find the armor size for preliminary design using the Hudson formula, for a rubble mound detached breakwater. The structure is in around 6 m water depth with a crest 2 m. The side slopes are set to 1V:2H. The breakwater length is 170 m.
The design parameters are as follows:
- Crest level = 2 m; Seabed level = −6 m; Water level = 1 m
- Design significant wave height (non-breaking) Hs = (3,7) m
- Rock density = (2,64) t/m3, Stability coefficient = 2,8
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