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Expected Overtopping Probability Considering Real Tide Occurrence

机译:考虑潮汐实际发生的预期超标概率

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A new calculation method of expected overtopping probability ofrubble mound breakwater considering real tide occurrence has beenproposed.A calculation method of expected overtopping probability of rubblemound breakwater was proposed by Kweon and Suh (2003). In theircalculation, the fluctuation of tidal elevation was expressed by thesinusoidal change that yields the uniform distribution of occurrencefrequency.However, the realistic distribution of tidal elevation should influence onthe overtopping chance. In this study, the occurrence frequency of tidalelevation obtained from the real sea is included. The tidal elevationused in this study is collected from the east coastal part of Koreanpeninsular. Analyzing the annual data of the tidal fluctuation measuredhourly during 355 days, the distribution of occurrence frequency isformulated utilizing by the normal distribution with one peak.Among the calculation procedures of annual maximum wave height,wave height-period joint distribution, wave run-up height andoccurrence frequency of tide, only the annual maximum wave height isagain chosen randomly from normal distribution to consider theuncertainty.It is found that the inclusion of the variability of tidal elevation hasgreat influence on the computation of the expected overtoppingprobability of rubble mound breakwater. The bigger standard deviationof occurrence frequency is, the lower the overtopping probability ofrubble mound breakwater is.
机译:提出了一种考虑实际潮汐的防波堤防波堤预期超标概率的新计算方法。Kweon and Suh(2003)提出了一种防波堤防波堤预期超标概率的计算方法。在计算中,潮汐高程的波动由正弦变化表示,使发生频率均匀分布。但是,潮汐高程的实际分布应影响过顶机会。在这项研究中,包括了从真实海获得的tidalelevation的发生频率。本研究中使用的潮汐标高采集自朝鲜半岛东部沿海地区。通过分析355天每小时一次的潮汐波动年度数据,利用一个峰值的正态分布来计算出发生频率的分布。其中,计算出年最大波高,波高-周期联合分布,波上升高度的计算程序并发现潮汐的发生频率,仅从正态分布中随机选择年度最大波高,以考虑不确定性。发现潮汐高程的变化对瓦砾防波堤的预期超标概率的计算有很大影响。发生频率的标准偏差越大,砾石堤防波堤的越覆概率越低。

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