Probability assessment of the Kyiv reservoir overflow

D. Stefanyshyn
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引用次数: 3

Abstract

Reservoirs are an integral part of the world’s hydraulic infrastructure and form the basis of modern water management in most countries including Ukraine. However, reservoirs are also sources of an essential danger to the environment, infrastructure, and population. The potential danger and risks to the population living near reservoirs especially downstream may be no less than to people living near nuclear facilities or chemical plants, with which experts and the public usually associate problems of technogenic safety. Moreover, statistics show that about a third of all accidents on dams and levees occurred due to overflow of reservoirs when upstream water levels exceeded allowable values.There are 1103 reservoirs in Ukraine with a total water volume of about 55,500 million m3. The Kyiv reservoir is the third one by volume and water surface area in the country. In addition, the reservoir is created by one of the longest dams in the world; the total dam length of the reservoir reaches 70 km.Admittedly, the overflow of a reservoir can be caused by an extreme flood with inflow parameters exceeding the capacity of hydraulic structures. The challenge is that the capacity of water passage structures may be insufficient both due to the inaccuracy of the hydrological forecast and because of faults, poor functioning, or failures of the hydraulic structures during a design flood. In particular, long-term forecasts of floodwater discharges maxima of the inflow into the Kyiv reservoir based on using various probability distribution functions show the essential divergence of the obtained results. As well, as practice shows, the unavailability of some water passage tracts of the reservoir can reach several months in a year. Sometimes repair works were performed even during floods.The aim of the study consisted of probabilistic forecasting the emergency situation on the Kyiv reservoir as a result of its uncontrolled overflow through the possible inaccuracy of the hydrological forecast concerning an actual water inflow into the reservoir and due to failures of water passage hydraulic structures during floods. To achieve the study aim the following tasks were solved: (1) there was proposed a method of hydrological forecasting, which allows taking into account results of long-term forecasts of floodwater discharges maxima based on using various probability distribution functions and fuzzy modelling; (2) there was performed hydrological forecasting of floodwater discharges maxima of the Dnieper affecting the condition of the Kyiv reservoir based on the actual data collected the Vyshgorod water level gauge; (3) there was assessed the probability of the Kyiv reservoir overflow taking into account the occurrence possibility of a shortage of the capacity of water passage structures with using the failure and fault tree method. Totally, six incompatible hypothetical emergency situations at the Kyiv reservoir were considered. The calculations showed the total probability of the Kyiv reservoir overflow equal to 3.84*10–4 (year–1), which is acceptable to guarantee the hydrological safety of infrastructure and the population.
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基辅水库溢流的概率评估
水库是世界水利基础设施的一个组成部分,是包括乌克兰在内的大多数国家现代水管理的基础。然而,水库也是对环境、基础设施和人口构成重大威胁的来源。对居住在水库附近特别是下游的居民的潜在危险和风险可能不亚于居住在核设施或化工厂附近的人们,专家和公众通常将技术安全问题与核设施或化工厂联系在一起。此外,统计数据显示,大约三分之一的大坝和堤防事故是由于上游水位超过允许值时水库溢流造成的。乌克兰有1103个水库,总水量约为555亿立方米。按体积和水面面积计算,基辅水库是乌克兰第三大水库。此外,水库是由世界上最长的水坝之一形成的;水库总坝长达70公里。不可否认,水库溢流可能是由来水参数超过水工建筑物承载力的极端洪水引起的。面临的挑战是,由于水文预报的不准确,以及在设计洪水期间水力结构的故障、功能不良或失效,水道结构的容量可能不足。特别是,基于各种概率分布函数对基辅水库入库洪流量最大值的长期预测结果显示出本质上的分歧。此外,实践表明,水库的一些水道在一年中可达数月不可用。有时甚至在洪水期间进行维修工作。这项研究的目的是通过对实际流入水库的水的水文预报可能不准确,以及由于洪水期间水路水工结构的损坏,对基辅水库不受控制的溢流所造成的紧急情况进行概率预测。为实现研究目标,主要解决了以下问题:(1)提出了一种基于各种概率分布函数和模糊建模的考虑洪水最大流量长期预测结果的水文预报方法;(2)基于Vyshgorod水位计实测数据,对第聂伯河洪流量最大值对基辅水库的影响进行了水文预报;(3)利用失效和故障树法对基辅水库溢流概率进行了评估,同时考虑了通水结构发生能力不足的可能性。总共审议了在基辅水库发生的六种不相容的假设紧急情况。计算结果表明,基辅水库发生溢流的总概率为3.84* 10-4(年- 1),能够保证基础设施和人口的水文安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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