LOW-FREQUENCY OSCILLATIONS WITHIN THE HAMBANTOTA PORT DURING THE SOUTHWEST MONSOON, 2019

被引:0
作者
Zheng, Zhenjun [1 ]
Ma, Xiaozhou [1 ]
Huang, Xuezhi [1 ]
Dong, Yujin [1 ]
Dong, Guohai [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China
来源
PROCEEDINGS OF THE ASME 39TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, OMAE2020, VOL 6A | 2020年
关键词
Hambantota Port; low-frequency oscillations; North Indian Ocean; southwest monsoon; modal analysis; INFRAGRAVITY PERIOD OSCILLATIONS; WAVE; HARBOR; MOTIONS; MARINA;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Long waves with periods greater than tens of seconds propagating into a harbor may be trapped and significantly amplified, thereby resulting in detrimental effects on port operations. The water surface elevation in the Hambantota Port, Sri Lanka, was measured to investigate the low-frequency oscillations and their forcing mechanisms. Results show that the port is protected well from short waves with periods less than 30 s; however, the protection against long waves with periods larger than 30 s is inadequate. The spectral analyses identified four dominant periods within the low-frequency wave range. Modal analysis based on the extended mild-slope equation shows that the measured spectrum density for some dominant periods is low because the measurement point is close to the corresponding modal lines. Correlation analysis shows that low-frequency oscillations inside the Hambantota Port are excited directly by the low-frequency waves contained within the incident waves. The low-frequency waves outside the Hambantota Port are generated from the higher-frequency gravity waves (swell and wind waves) due to nonlinear interactions. Empirical formula is adopted to estimate the low-frequency wave height outside the Hambantota Port.
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页数:8
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共 26 条
  • [1] [Anonymous], 2001, Waves in Ocean Engineering
  • [2] Field observations of infragravity waves and their behaviour on rock shore platforms
    Beetham, Edward P.
    Kench, Paul S.
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2011, 36 (14) : 1872 - 1888
  • [3] Measurement of long waves at the harbor of Marina di Carrara, Italy
    Bellotti, Giorgio
    Franco, Leopoldo
    [J]. OCEAN DYNAMICS, 2011, 61 (12) : 2051 - 2059
  • [4] Bowers E. C., 1992, P 23 INT C COAST ENG, P832, DOI 10.1061/9780872629332.062
  • [5] Low-frequency spectra in a harbour excited by short and random incident waves
    Chen, Meng-Yi
    Mei, Chiang C.
    Chang, Chien-Kee
    [J]. JOURNAL OF FLUID MECHANICS, 2006, 563 : 261 - 281
  • [6] Seiche characteristics of Rotterdam harbour
    de Jong, MPC
    Battjes, JA
    [J]. COASTAL ENGINEERING, 2004, 51 (5-6) : 373 - 386
  • [7] An experiment on harbour resonance induced by incident regular waves and irregular short waves
    DeGirolamo, P
    [J]. COASTAL ENGINEERING, 1996, 27 (1-2) : 47 - 66
  • [8] Influence of offshore fringing reefs on infragravity period oscillations within a harbor
    Gao, Junliang
    Zhou, Xiaojun
    Zang, Jun
    Chen, Qiang
    Zhou, Li
    [J]. OCEAN ENGINEERING, 2018, 158 : 286 - 298
  • [9] Numerical modelling of long waves amplification at Marina di Carrara Harbour
    Guerrini, Marco
    Bellotti, Giorgio
    Fan, Yang
    Franco, Leopoldo
    [J]. APPLIED OCEAN RESEARCH, 2014, 48 : 322 - 330
  • [10] Modeling wave and spectral characteristics of moored ship motion in Pohang New Harbor under the resonance conditions
    Kumar, Prashant
    Zhang, Huai
    Kim, Kwang Ik
    Yuen, David A.
    [J]. OCEAN ENGINEERING, 2016, 119 : 101 - 113