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首页> 外文期刊>Journal of Geoscience and Environment Protection >Typhoon/Hurricane/Tropical Cyclone Disasters: Prediction, Prevention and Mitigation
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Typhoon/Hurricane/Tropical Cyclone Disasters: Prediction, Prevention and Mitigation

机译:台风/飓风/热带气旋灾害:预测,预防和缓解

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Since 1972 Rita typhoon attacked on Dalian Port and induced severe catastrophe, we were studied on statistical prediction model of typhoon induced wave height and wind speed. With an increasing tendency of the natural hazards frequency and intensity, risk assessment of some design codes for coastal defence infrastructures should be of paramount importance influencing the economic development and a lot of lifes in China. Comparison between existing extreme statistical model like Gumbel, Weibull, P-III distribution or Probable Maximum Typhoon/Hurricane (PMT/PMH), Design Basis Flood (DBF) with our 1975-1980 proposed (CEVD) model showed that all the planned, designed and constructed coastal infrastructures accepted the traditional safety regulations are menaced by possibility of future ty-phoon/hurricane disasters and cannot satisfy the safety requirements with the increasing tendency of the extreme natural hazards. Our first publication in US (J. of Waterway Port Coastal & Ocean Eng. ASCE, 1980, ww4) proposed an new model “Compound Extreme Value Distribution” used for China sea, after then the model was used in “Long term Distribution of Hurricane Characteristics” for Gulf of Mexico & Atlantic coasts, U.S. (OTC.1982). 2005 hurricane Katrina, Rita and 2012 hurricane Sandy induced disasters proved 1982 CEVD and CEVD has been developed into Multivariate Compound Extreme Value Distribution (MCEVD). 2006 MCEVD predicted extreme hazards in New Orleans, Gulf of Mexico and Philadelphia areas. 2013 typhoon Fitow induced disaster in China also proved MCEVD 2006 predicted results.
机译:自1972年丽塔台风袭击大连港并引发严重灾难以来,我们研究了台风引起的波高和风速的统计预测模型。随着自然灾害发生频率和强度的增加趋势,对沿海防御基础设施的一些设计规范进行风险评估对于影响中国的经济发展和人们的生活至关重要。现有的极端统计模型(例如Gumbel,Weibull,P-III分布或可能的最大台风/飓风(PMT / PMH),设计基准洪水(DBF))与我们的1975-1980年提出的(CEVD)模型进行了比较,表明所有已规划,已设计受到传统安全法规约束的沿海基础设施以及将来遭受台风/飓风灾害的威胁,随着极端自然灾害的增加趋势无法满足安全要求。我们在美国的第一本出版物(J. of Waterway Port Coastal&Ocean Eng。ASCE,1980,ww4)提出了一种用于中国海域的新模型“复合极值分布”,然后将该模型用于“飓风的长期分布”中。特征”(美国墨西哥湾和大西洋沿岸地区)(OTC.1982)。 2005年的卡特里娜飓风,丽塔飓风和2012年的桑迪飓风引发的灾难证明,1982年的CEVD和CEVD已发展为多元复合极值分布(MCEVD)。 2006年MCEVD预测了新奥尔良,墨西哥湾和费城地区的极端危险。 2013年台风菲图(Fitow)在中国引发的灾难也证明了MCEVD 2006的预测结果。

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