THE RESISTANCE COEFFICIENT OF PERFORATED WALLS FOR JARLAN-TYPE CAISSONS
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Keywords

resistance coefficient
perforated wall
KC number

How to Cite

Liu, Y., & Li, Y.- cheng. (2014). THE RESISTANCE COEFFICIENT OF PERFORATED WALLS FOR JARLAN-TYPE CAISSONS. Coastal Engineering Proceedings, 1(34), posters.12. https://doi.org/10.9753/icce.v34.posters.12

Abstract

The reflection coefficient of Jarlan-type perforated caissons can be well estimated using linear potential theory. But the resistance coefficient of perforated front wall must be known a priori. This study gives a new empirical formula in terms of Keulegan-Carpenter (KC) number for calculating the resistance coefficients of perforated walls. Then, the effects of wave height and period on the resistance coefficient are both involved. The calculated reflection coefficients using the new formula agree well with experimental data.
https://doi.org/10.9753/icce.v34.posters.12
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References

Bergmann (2000) Ph.D. thesis, Germany

Kakuno et al. (1992) 23rd ICCE, pp. 1258-71

Kakuno and Nakata (1998) Appl Ocean Res 20, 191-8

Kondo (1979) Coastal Structures'79, pp. 962-77

Li et al. (2006) Coast Eng J 48, 309-36

Sawaragi and Iwata (1978) Coastal Eng in Japan 21, 63-74

Sawaragi and Iwata (1979) Coastal Structures'79, pp. 29-47

Suh et al. (2001) Coastal Eng 44, 141-51

Suh et al. (2002) 28th ICCE, pp. 1709-21

Suh et al. (2011) Coast Eng 58, 85-93

Willmott (1982) Bull Amer Meteorol Soc 63, 1309-13

Yoon et al. (2007) APAC 2007, pp. 111-20

Yu (1995) J Waterway, Port, Coastal, Ocean Eng 121, 275-82

Zhu and Chwang (2001) Coastal Eng 43, 93-104

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