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The Correlation Between Extreme Wind and Flood Events in Unregulated River Basins

机译:流域极端风与洪水事件的相关性。

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The aim of this investigation is to improve the method for calculating design wind speed used for wave run up at water reservoirs. It is focused on the relation between extreme flood and wind events, and between wind speed and duration, Water flow data from fourteen Norwegian river basins and wind data from neighbouring airfields are correlated. Some positive correlation is found for areas situated at the coastal side of the mountains where a further analysis is carried out. Extreme value analysis of the wind and flood series provides estimates of T-year events for each of the two variables. The best-fitted equation linking the square of the maximum 10-minute wind speeds to the daily mean water flow is established. It is observed that the expected wind speed during the 1000-year daily flood event has approximately one year return period. The risk for higher wind speed is high, so the effect of adding 1 and 1.65 standard deviations of the maximum wind speed is assessed, increasing the expected return period to 5 and 20 years respectively. Continuous records of 10-minute wind speed are used to establish transfer coefficients from the extreme 10-minute value to durations of 20 minutes to 6 hours.
机译:这项研究的目的是改进用于计算水库波浪传播的设计风速的方法。它着重于极端洪水和风事件之间的关系,以及风速和持续时间之间的关系,将来自十四个挪威河流域的水流量数据与来自相邻机场的风数据相关联。发现位于山区沿海地区的区域存在一些正相关,需要进行进一步分析。风和洪水序列的极值分析提供了两个变量中每一个的T年事件的估计。建立了将最大10分钟风速的平方与每日平均水流量联系起来的最佳拟合方程。可以看出,在1000年的每日洪水事件中,预期的风速大约为一年。更高风速的风险很高,因此评估了将最大风速增加1和1.65标准偏差的效果,从而将预期的回收期分别增加了5年和20年。使用10分钟风速的连续记录来建立从极端10分钟值到20分钟到6小时持续时间的传递系数。

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