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排序方式: 共有106条查询结果,搜索用时 296 毫秒
1.
Geostatistical Uncertainty Modelling for the Environmental Hazard Assessment During Single Erosive Rainstorm Events 总被引:1,自引:0,他引:1
Diodato N 《Environmental monitoring and assessment》2005,105(1-3):25-42
This paper presents an environmental hazard assessment to account the impacts of single rainstorm variability on river-torrential landscape identified as potentially vulnerable mainly to erosional soil degradation processes. An algorithm for the characterisation of this impact, called Erosive Hazard Index (EHI), is developed with a less expensive methodology. In EHI modelling, we assume that the river-torrential system has adapted to the natural hydrological regime, and a sudden fluctuation in this regime, especially those exceeding thresholds for an acceptable range of flexibility, may have disastrous consequences for the mountain environment. The hazard analysis links key rainstorm energy variables expressed as a single-storm erosion index (EIsto), with impact thresholds identified using an intensity pattern model. Afterwards, the conditional probabilities of exceeding these thresholds are spatially assessed using non-parametric geostatistical techinques, known as indicator kriging. The approach was applied to a test site in river-torrential landscape of the Southern Italy (Benevento province) for 13 November 1997 rainstorm event. 相似文献
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新疆强对流暴雨的气候特征和概率分布模式研究 总被引:9,自引:1,他引:9
应用1980—2001年的6h降水量资料和雨量时程方程,首次给出了新疆地区强对流暴雨的划分标准;分析了强对流暴雨的气候特征、大气环流背景、影响系统、变化趋势和概率分布模式;发现,20世纪90年代强对流暴雨次数有明显的增加,Poisson分布拟合强对流暴雨频率分布尚好,还计算了各地每年(雨季)强对流暴雨发生n次以上的概率。 相似文献
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城市地区突发自然灾害常常会对给水排水设施造成不利影响。飓风“桑迪”于2012年10月29日登陆美国,多个东部城市出现大面积停电,缺水,交通中断以及罕见的城市内涝,造成重大人员伤亡和巨额财产损失,严重地影响了当地人们正常的生产和生活。从飓风“桑迪”对美国城市给水和排水系统造成的巨大破坏出发,并结合当地政府采取的紧急应对措施展开讨论,总结其中的经验教训及启示。 相似文献
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N. Foroud R. S. Broughton G. L. Austin 《Journal of the American Water Resources Association》1984,20(1):87-91
ABSTRACT: The effects of a moving rainstorm on flood runoff characteristics were investigated. A flood hydrograph simulation model called “FH-Model” and a natural watershed were used. A hypothetical rainstorm of 50 years recurrence interval, 75 mm depth, and 4 hours duration was used to show the effects of velocity and direction of the moving rainstorm on the runoff characteristics. Compared with an equivalent stationary rainstorm (ESRS), the peak flow caused by a rainstorm moving in a downstream direction with a speed equal to channel velocity, V, was 27.5 percent higher and the peak flow caused by the same rainstorm moving in an upstream direction was 21.7 percent smaller. These percentages reduced to 10.5 percent and 8.6 percent for storms moving downstream and upstream, respectively, at three times the channel velocity, 3V. There were negligible differences in the time of peak, Tp between runoff caused by storms moving downstream and runoff produced by ESRS. However, Tp for a storm moving upstream at V velocity was 82 percent higher than that produced by ESRS, but was reduced to 27 percent higher when the storm velocity was 3V. 相似文献