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 1. Blocks in fill experience a maximum force effect under conditions of wave action close to resonance when tan ϕ0(h/gT 2)−1/2=4.4–7, in which case the stability coefficient acquires a minimum value. 2. Formula (19) recommended for calculating the characteristic size of a block D (or the mass of a block d=0.52 ρmD3) 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 1. Blocks in fill experience a maximum force effect under conditions of wave action close to resonance when tan ϕ0(h/gT 2)−1/2=4.4–7, in which case the stability coefficient acquires a minimum value. 2. Formula (19) recommended for calculating the characteristic size of a block D (or the mass of a block d=0.52 ρmD3) 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)
Hydrotechnical Construction ; 23 ; 379-383
01.07.1989
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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