罗马尼亚botosani双体坝溃决情况下理论洪波传播时间的评价

L. Albu, A. Enea, C. Stoleriu, I. Marina, G. Romanescu, Hutanu Elena
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引用次数: 1

摘要

储水湖是水文失衡严重地区(如罗马尼亚东北部的摩尔多瓦平原)的重要水源。该地区拥有大量的湖泊,可以在降雨不足的时期储存水。同时,它们在保护当地免受洪水侵袭方面发挥着重要作用。除了这些湖泊带来的好处之外,如果大坝坍塌,它们也可能成为下游地区的一个风险因素。在罗马尼亚,1991年的灾难性事件是众所周知的,当时位于tazluru河上的Belci大坝被攻破,导致奥涅斯蒂市的整个社区被洪水淹没。目前的研究重点是卡塔马拉斯蒂湖,最大水量为1200万立方米,大坝位于第一个地点上游3公里处和Botosani市的外围。居住区的邻近使得大坝溃坝的情景成为可能发生的事件,因此确定可能的洪水波的传播时间对于创建保护人口的系统至关重要。基于激光雷达数字高程模型,采用二维模拟方法,利用HECRAS对锡特纳河谷的溃坝进行了溃坝模拟,并对整个水量的传播时间进行了量化。在这种情况下,有一个可能的可淹水面,以及洪水可以到达附近地区的时间,有确定的风险暴露家庭位于洪泛区,在河流附近。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EVALUATION OF THE PROPAGATION TIME OF A THEORETHICAL FLOOD WAVE IN THE CASE OF THE BREAKING OF CATAMARASTI DAM, BOTOSANI (ROMANIA)
Storage lakes represent an important source of water for the areas with a high deficit of hydrologic balance (ex: Moldavian Plain from NE of Romania). This region holds an important number of lakes that allow the storage of water during periods with rainfall shortage. At the same time, they play an important role in the protection of localities against floods. In addition to the benefits that these lakes have, they can also represent a risk factor for the localities situated in the downstream region, in case of dam collapse. In Romania it is widely known the catastrophic event from 1991 when Belci Dam situated on Tazlău River was breached, causing an entire neighborhood from Onesti City to be flooded. The present study focuses on Catamarasti Lake which has a maximum water volume of 12 million cubic meters, the dam being located 3 km upstream of the first locality and the periphery of Botosani City. The proximity of the inhabited areas makes the dam break scenario to be a probable event, therefore the identification of the propagation time of a possible flood wave is essential towards the creation of a system for the protection of the population. The dam break simulation and the quantification of the propagation time of the entire water volume on Sitna river valley is made using HECRAS, based on a LiDAR digital elevation model, using the 2D simulation method. In this case, having a likely floodable surface as well as the time in which the flood can reach the nearby localities, there were identified the risk exposed households located in the floodplain, in the vicinity of the river.
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