Modified Hunt's equation incorporating wave setup

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 130, Issue 3, 2004, Pages 109-113

  Hedges, T S ^a   Mase, H ^b  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

Beaches; Breaking waves; Random waves; Slopes; Wave runup

Indexed keywords

ESTIMATION; MATHEMATICAL MODELS; OCEAN ENGINEERING; WATER WAVES;

HUNT'S EQUATIONS; WATERWAYS;

COASTAL ENGINEERING;

COASTAL ENGINEERING; SLOPE PROFILE; WAVE BREAKING; WAVE RUNUP;

COASTAL ENGINEERING; SLOPE; WAVE BREAKING; WAVE MODELING; WAVE RUNUP;

EID: 2342521952     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2004)130:3(109)     Document Type: Article

References (8)

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2. CIRIA/CUR. (1991). Manual on the use of rock in coastal and shoreline engineering, Special Publication 83, Construction Industry Research and Information Association, London.
3. Holman, R. A. (1986). "Extreme value statistics for wave run-up on a natural beach." Coastal Eng., 9, 527-544.
4. Hunt, I. A. (1959). "Design of seawalls and breakwaters." J. Waterw. Harbors Div., Am. Soc. Civ. Eng. 85(3), 123-152.
5. Mase, H. (1989). "Random wave runup height on gentle slope." J. Waterw., Port, Coastal, Ocean Eng., 115(5). 649-661.
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8. Svendsen, I. A., and Jonsson, I. G. (1976). Hydrodynamics of coastal regions. Den Private Ingeniorfond, Technical University of Denmark, Lyngby, Denmark.