Stability of rubble-mound breakwater using H50 wave height parameter

Coastal Engineering

Volumn 59, Issue 1, 2012, Pages 38-45

  Etemad Shahidi, Amir ^a   Bali, Meysam ^a  

^a IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

Armor; Breakwater; M5' tree model; Stability number; Wave height

Indexed keywords

ARMOR LAYERS; DAMAGE LEVEL; EXPERIMENTAL DATA; IRREGULAR WAVES; MARITIME ENGINEERING; REGULAR WAVES; RUBBLE MOUND BREAKWATERS; SIGNIFICANT WAVE HEIGHT; STABILITY NUMBER; STABILITY PARAMETERS; TREE MODELS; USEFUL LIFE; WAVE HEIGHT; WAVE HEIGHTS;

ARMOR; BREAKWATERS; FORECASTING; STABILITY; WATER WAVES;

COASTAL ENGINEERING;

BREAKWATER; COASTAL ENGINEERING; NUMERICAL MODEL; OCEAN WAVE; WAVE HEIGHT;

EID: 80052895703     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2011.07.002     Document Type: Article

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