@ ŒfÚŽGŽi˜ajF ŠC—mŠJ”­˜_•¶W VolF 10Šª ”NF 1994”N •ÅF 73-78•Å ’˜ŽÒi˜ajF ‚‹´@d—YC@‰º”—@Œ’ˆê˜YC@ŽR–{@ŒåC@ŽO‰Y@—TM ƒ^ƒCƒgƒ‹i˜ajF ƒGƒlƒ‹ƒM[‚ð—p‚¢‚é”g˜Q§Œä‹Zp‚ÌŽŽ‚Ý@|‰tó‰»Á”gƒVƒXƒeƒ€‚ÌlˆÄ| ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN ’˜ŽÒi‰pjF Shigeo TAKAHASHI, Ken-ichiro SHIMOSAKO, Satoru YAMAMOTO, Hironobu MIURA ƒ^ƒCƒgƒ‹i‰pjF EXPERIMENTS ON WAVE BARRIERS UTILIZING ELECTRIC POWER ´˜^i‰pjF
Several wave absorbing systems are tested in a wave flume. They are two types of pneumatic breakwaters, two types of hydraulic breakwaters and two types of wave-absorbing system with sand liquefaction, all of which use electric power to dissipate waves. The hydraulic breakwaters and pneumatic breakwaters are not effective to reduce waves effectively. However, the wave-absorbing system with liquefied sand seems to be promising. ƒL[ƒ[ƒhi‰pjF wave barrier, pneumatic breakwater, hydraulic breakwater, sand liquefaction ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W