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Cyclone and monsoonal wave characteristics of northwestern Bay of Bengal: long-term observations and modeling

机译:孟加拉西北海湾的气旋和季风波特征:长期观测和模拟

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Long-term wave data play a crucial role in arriving the wave criteria for ports and harbors and shore protection structures. Seasonal and annual wave characteristics are studied based on wave data collected for the year 1994, 2008-2009 and 2013-2014 off Gopalpur, northwestern Bay of Bengal (BoB). The tropical cyclones ensued in BoB hit the coast frequently causing severe erosion due to extreme waves. The sea and swell waves are separated by wave steepness method, and the significant wave height (H (s)), zero-crossing period and mean wave direction are examined. The results indicate a distinct shift in sea direction by 90A degrees during mid-November to mid-February compared with rest of the year. Throughout the year, predominant swell direction is 160A degrees. In an annual cycle, the contribution of swells in wave height is slightly higher than that of the seas. Annual occurrences of single-, double- and multi-peaked spectra are 22, 40 and 38 %, respectively. The waves are predominant southerly during the southwest monsoon (June, July, August and September) and south-southeasterly for rest of the year, and the variations of wave parameters for three different years are trivial. The spectral wave model MIKE 21 is used to simulate wave characteristics using reanalyzed NCEP wind data for the period June 2008 to May 2009 which exhibits good agreement with a correlation coefficient (R) of 0.86 for H (s). The design significant wave height of 7.1 m and 7.8 m is calculated for 10 and 100 years of return periods, respectively, by Weibull distribution.
机译:长期波浪数据在达到港口,港口和海岸保护结构的波浪标准中起着至关重要的作用。根据孟加拉西北湾(BoB)Gopalpur 1994年,2008-2009年和2013-2014年收集的海浪数据,研究了季节性和年度海浪特征。 BoB随后发生的热带气旋袭击海岸,经常由于极端波浪而造成严重侵蚀。通过波浪陡度法将海浪和涌浪分开,并检查有效波高(H(s)),过零周期和平均波向。结果表明,与今年其他时间相比,11月中旬至2月中旬海洋方向发生了90A度的明显变化。全年的主要膨胀方向为160A度。在每年的周期中,浪高对海浪的贡献略高于海洋。单峰,双峰和多峰光谱的年发生率分别为22%,40%和38%。在西南季风(六月,七月,八月和九月)期间,海浪主要向南,而在该年剩余时间中,东南海浪为主,并且三个不同年份的海浪参数变化很小。频谱波模型MIKE 21用于使用重新分析的2008年6月至2009年5月的NCEP风数据模拟波浪特征,该数据表现出很好的一致性,H(s)的相关系数(R)为0.86。通过威布尔分布,分别针对10年和100年的返回期计算出7.1 m和7.8 m的设计有效波高。

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