Tsunami mitigation in integrated coastal zone management

被引:0
作者
Soekarno, Indratmo [1 ]
Sumawiganda, Sugandar [1 ]
机构
[1] Inst Teknol Bandung, Dept Civil Engn, Bandung, West Java Provi, Indonesia
来源
PROCEEDINGS OF THE SEVENTEENTH (2007) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1- 4, PROCEEDINGS | 2007年
关键词
shock wave; artificial steepening; solitary waves; water mass transport; tsunami inception;
D O I
暂无
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The tsunami wave can be forced to break as a shock wave, annihilating her energy due to high intensity turbulence. This shockwave is created intentionally by a sea-bed sill, simulating an artificial steepening of the original sea-bed. The main advantage of the shock wave is that she conveys little water mass transport after breaking. Therefore, the sill functions not only as energy dissipater, but also as partly an imaginary opaque wall to arriving water mass. The unique energy matching between the tsunami wave and the marine quake power, make the tsunami wave inception predictable.
引用
收藏
页码:1770 / 1776
页数:7
相关论文
共 12 条
[1]  
Chow V.T., 1959, Open Channel Hydraulics
[2]  
Dean R.G., 1984, WATER WAVE MECH ENG
[3]  
Komar P.D., 1976, Beach Processes and Sedimentation
[4]  
Korteweg DJ, 1895, PHILOS MAG, V39
[5]  
MCCOWAN, 1894, PHYLOS MAG J SCI, V38
[6]  
NATAKUSUMAH DK, 2006, 23 YEARL 2006 M ASS
[7]  
SUMAWIGANADA S, UNPUB TRANSIENT EVOL
[8]  
SUMAWIGANADA S, 2005, UNIQUENESS INCEPTION, V1
[9]  
SUMAWIGANADA S, 2006, IN PRESS UNIQUENESS
[10]  
SUMAWIGANDA S, 2006, SHOCK WAVE BREAKING, V1