Research Article
Dynamic Wave-Induced Settlement Behavior of a Caisson Breakwater Built on a Sandy Seabed
Table 1
Real monitored data measured by a wave gauge installed in front of the west breakwater.
| | Date (yy.mm.dd) | Time | Maximum wave height (m) | Maximum wave period (s) | Significant wave height (m) | Significant wave period (s) |
| | 02.12.30 | 0 : 00 | 5.91 | 5.6 | 0.80 | 4.5 | | 03.01.05 | 8 : 00 | 5.76 | 7.3 | 3.12 | 7.0 | | 03.01.20 | 18 : 00 | 5.63 | 9.3 | 2.55 | 6.4 | | 03.09.121 | 18 : 00 | 11.38 | 7.8 | 5.70 | 8.4 | | 03.12.19 | 12 : 00 | 5.90 | 6.5 | 3.01 | 6.6 | | 03.12.26 | 20 : 00 | 5.23 | 5.8 | 2.61 | 6.5 | | 04.02.05 | 4 : 00 | 5.18 | 6.7 | 3.03 | 7.2 | | 04.11.26 | 18 : 00 | 5.20 | 8 | 3.08 | 7.7 | | 04.12.31 | 20 : 00 | 7.91 | 8 | 3.97 | 8.5 | | 05.01.16 | 8 : 00 | 6.10 | 17.2 | 2.88 | 6.8 | | 05.02.01 | 2 : 00 | 6.49 | 8.2 | 4.30 | 8.6 | | 05.02.19 | 18 : 00 | 5.53 | 6.3 | 3.02 | 7.2 | | 05.03.12 | 6 : 00 | 5.56 | 5.9 | 3.09 | 7.1 | | 05.03.24 | 18 : 00 | 7.57 | 7.1 | 4.51 | 8.9 | | 05.12.04 | 18 : 00 | 8.64 | 11.6 | 4.60 | 9.9 | | 05.12.17 | 20 : 00 | 7.07 | 9.1 | 4.46 | 9.3 | | 05.12.212 | 22 : 00 | 11.01 | 9.7 | 5.50 | 10.4 | | 06.03.28 | 16 : 00 | 6.35 | 7.2 | 4.00 | 7.7 |
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1Typhoon Maemi. 2Storm.
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