Effects of new variables on the overtopping discharge at steep rubble mound breakwaters - The Zeebrugge case

Coastal Engineering

Volumn 56, Issue 2, 2009, Pages 141-153

  Geeraerts, J ^a   Kortenhaus, A ^b   Gonzalez Escriva J A ^c   De Rouck, J ^a   Troch, P ^a  

^a GHENT UNIVERSITY   (Belgium)

^b TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

^c UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

Laboratory measurements; Model effects; Monte Carlo simulation; Prototype measurements; Scale effects; Wave overtopping

Indexed keywords

BREAKWATERS; HYDRAULIC STRUCTURES; LABORATORIES; MEASUREMENTS; MONTE CARLO METHODS; RESEARCH LABORATORIES; SPECIAL EFFECTS; STORMS; UNCERTAINTY ANALYSIS; WATER WAVES; WIND EFFECTS;

LABORATORY MEASUREMENTS; MODEL EFFECTS; MONTE CARLO SIMULATION; PROTOTYPE MEASUREMENTS; SCALE EFFECTS; WAVE OVERTOPPING;

COMPUTER SIMULATION;

BREAKWATER; DATA SET; DISCHARGE; EXPERIMENTAL STUDY; LABORATORY METHOD; MONTE CARLO ANALYSIS; OVERTOPPING; PARAMETERIZATION; SCALE EFFECT; WAVE-STRUCTURE INTERACTION;

BELGIUM; BENELUX; EURASIA; EUROPE; WEST FLANDERS; WESTERN EUROPE; ZEEBRUGGE;

EID: 59149100572     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2008.03.013     Document Type: Article

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