Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of breakers on blocks of coastal protection structures
Conclusions Blocks in fill experience a maximum force effect under conditions of wave action close to resonance when tan ϕ0(h/gT2)−1/2=4.4–7, in which case the stability coefficient acquires a minimum value.Formula (19) recommended for calculating the characteristic size of a block D (or the mass of a block d=0.52 $ ρ_{m} $$ D^{3} $) satisfactorily agrees with the laboratory and actual data and advantageously differs from the suggestions known from the literature.
Effect of breakers on blocks of coastal protection structures
Conclusions Blocks in fill experience a maximum force effect under conditions of wave action close to resonance when tan ϕ0(h/gT2)−1/2=4.4–7, in which case the stability coefficient acquires a minimum value.Formula (19) recommended for calculating the characteristic size of a block D (or the mass of a block d=0.52 $ ρ_{m} $$ D^{3} $) satisfactorily agrees with the laboratory and actual data and advantageously differs from the suggestions known from the literature.
Effect of breakers on blocks of coastal protection structures
Lappo, D. D. (Autor:in) / Koshel'nik, E. I. (Autor:in)
1989
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
Effect of breakers on blocks of coastal protection structures
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