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Determination of wave forces on submerged shore-protection breakwaters in shallow waters
Conclusions The design criterion for determining the stability of a submerged breakwater under lateral loading corresponds to the instant that a wave approaches the structure.Design formulas for determining the wave pressure acting on submerged breakwaters, and the parameters appearing in them, have been improved.Recommendations are proposed for evaluating the wave run-up behind the breakwater and the floor velocities (supplementing the existing design standards).The recommendations presented, based on large-scale laboratory and full-scale investigations, make possible design computations on submerged breakwaters in shallow waters.
Determination of wave forces on submerged shore-protection breakwaters in shallow waters
Conclusions The design criterion for determining the stability of a submerged breakwater under lateral loading corresponds to the instant that a wave approaches the structure.Design formulas for determining the wave pressure acting on submerged breakwaters, and the parameters appearing in them, have been improved.Recommendations are proposed for evaluating the wave run-up behind the breakwater and the floor velocities (supplementing the existing design standards).The recommendations presented, based on large-scale laboratory and full-scale investigations, make possible design computations on submerged breakwaters in shallow waters.
Determination of wave forces on submerged shore-protection breakwaters in shallow waters
Natal'chishin, G. D. (author)
1974
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Determination of wave forces on submerged shore-protection breakwaters in shallow waters
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