Interpolating H&R wave overtopping coefficients

Environmental Studies

Volumn 5, Issue , 2000, Pages 13-22

  Hedges, T S ^a  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CLIMATE CHANGE; COASTAL ENGINEERING; EMBANKMENTS; HYDRAULICS; INTERPOLATION; MATHEMATICAL MODELS; RETAINING WALLS;

DISCHARGE COEFFICIENTS; EMPIRICAL COEFFICIENTS; RANDOM WAVES; WATER SURFACES;

CIVIL ENGINEERING;

EID: 2642536102     PISSN: None     EISSN: None     Source Type: Book    
DOI: None     Document Type: Conference Paper

References (7)

1. Owen, M.W. Design of Seawalls Allowing for Wave Overtopping, Report No. EX 924, Hydraulics Research Station, Wallingford, UK, 1980.
2. Owen, M.W. The hydraulic design of seawall profiles, Proc. Conf. On Shoreline Protection, Institution of Civil Engineers, London, pp. 129-136, 1982.
3. Hedges, T.S. & Reis, M.T. Random wave overtopping of simple seawalls: a new regression model, Proc. Instn Civ. Engrs, Wat., Marit. & Energy, 130, pp.1-10, 1998.
4. Hawkes, P.J. Mean overtopping rate in swell and bi-modal seas, Proc. Instn Civ. Engrs, Wat., Marit. & Energy, 136, pp.235-238, 1999.
5. Streeter, V.L. & Wylie, E.B. Fluid Mechanics, McGraw-Hill Kogakusha Ltd, Tokyo, 1979.
6. Kikkawa, H., Shi-igai, H. & Kono, T. Fundamental study of wave overtopping on levees, Coastal Engineering in Japan, 11, pp.107-115, 1968.
7. CIRIA/CUR. Manual on the Use of Rock in Coastal and Shoreline Engineering, Special Publication 83, Construction Industry Research and Information Association, London, 1991.