Applicability of On-site wave Overtopping Sensor

Proceedings of the Coastal Engineering Conference

Volumn 2005-January, Issue , 2005, Pages 4341-4353

  Hiraishi, Tetsuya ^a   Hattori, Masaki ^a   Hirayama, Katsuya ^a   Nagai, Toshihiko ^a   Yasuda, Tomohiro ^b  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING; EMBANKMENTS; HYDRAULIC STRUCTURES;

FIELD TEST; OBSERVATION POINT; OBSERVATION SYSTEMS; PROTOTYPE SYSTEM; RESEARCH INSTITUTES; TIME DEPENDENT VARIATIONS; WATER SURFACE ELEVATIONS; WAVE OVERTOPPINGS;

WATER WAVES;

EID: 84950313000     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812701916-0350     Document Type: Conference Paper

References (5)

1. Goda, Y, Y. Kishira and Y. Kamiyama (1975): Laboratory investigation on the overtopping rate of sea walls by irregular waves, Report of Port and Harbour Research Institute, Vo. 14, No. 4, pp. 3-44.
2. Goda (1985): Random Sea Waves and Engineering Applications, University of Tokyo Press, 156p.
3. Hiraishi. T. and H. Maruyama (1998): Directional wave overtopping estimation model and experimental verification. Coastal Engineering 1998, ASCE, Vol. 2, pp. 2249-2263.
4. Hiraishi, T., K. Hirayama and H. Kawai (2000): A study on wave-overtopping by typhoon No. 9918, Technical Note of the Port and Harbour Research Institute, No. 972, 19p
5. Hirayama, K. (2002): Characteristics of partial reflection boundary with porous layer on the Boussinesq model, Proc. 12th International Offshore and Polar Engineering Conference, Vol. 3.