Deterministic and Probabilistic Design of Breakwater Armor Layers
DOI: 10.1061/(ASCE)0733-950X(1988)114:1(66)
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摘要: New stability formulas for rubble mound revetments and breakwaters under random wave attack have been established as a result of comprehensive model investigation at Delft Hydraulics. These include parameters such the period, storm duration, permeability structure clearly defined damage level. Main shortcomings in Hudson‐type solved. The development these new was described earlier; present paper does not repeat this development. are given with range possible application parameters. It is shown how can be used both deterministic probabilistic design. design procedure gives curves showing influences various Probabilistic results probability exceedance levels lifetime structure.
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