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首页> 外文期刊>Journal of hydrologic engineering >Spillway Collapse of the Montedoglio Dam on the Tiber River, Central Italy: Data Collection and Event Analysis
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Spillway Collapse of the Montedoglio Dam on the Tiber River, Central Italy: Data Collection and Event Analysis

机译:意大利中部台伯河上的蒙特多里奥大坝溢洪道坍塌:数据收集和事件分析

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摘要

A large number of dams were built in Italy in the first decades of the last century to supply the needs of industrial, electric power, agricultural, and drinking purposes. Among them, the Montedoglio dam, an important reservoir on the Tiber River located in central Italy, with a drainage area of 276 km~2 and a maximum storage volume of about 153 Mm~3. The dam is an earth-fill structure with overfall spillway partly controlled by two sluice gates. On December 29, 2010, due to the partial sudden collapse of the spillway, a huge volume of water flooded the valley below the dam, severely damaging the territory, but luckily without causalities. Considering that scarce data are available for this type of event worldwide, this paper aims to illustrate the collected data of the studied event in terms of reservoir levels, using a discharge hydrograph observed at downstream gauged river sites and the flooded valley area. This study aims also to simulate the breach evolution and the downstream propagation of the outflow. Considering the Nash-Sutcliffe performance measure in simulation of the recorded reservoir levels, the time of breach formation and the corresponding discharge coefficient are obtained through an optimization procedure, yielding values of 0.02 h and 0.15, respectively. Finally, the Manning roughness coefficients for the downstream main channel and the floodplain areas are detected through a methodology based on one-dimensional hydraulic modeling by considering different flooding scenarios of valley.
机译:上个世纪的前几十年,意大利建造了许多水坝,以满足工业,电力,农业和饮水的需求。其中,蒙特多里奥水坝是意大利中部台伯河上的重要水库,流域面积276 km〜2,最大储水量约为153 Mm〜3。该水坝是一个土方结构,有溢洪道,部分由两个闸门控制。 2010年12月29日,由于溢洪道的部分突然倒塌,大水淹没了大坝下方的山谷,严重破坏了领土,但幸运的是没有因果关系。考虑到在全球范围内此类事件的可用数据稀少,本文旨在通过在下游测量河流站点和洪水泛滥地区观察到的排放水位图,以水库水位来说明所研究事件的收集数据。这项研究还旨在模拟违规演化和流出的下游传播。在模拟记录的油藏水平时考虑纳什-萨特克利夫的性能指标,通过优化程序获得裂缝形成的时间和相应的排放系数,分别产生0.02 h和0.15的值。最后,通过基于一维水力模型的方法,通过考虑山谷的不同洪水情况,来检测下游主河道和洪泛区的曼宁粗糙度系数。

著录项

  • 来源
    《Journal of hydrologic engineering 》 |2014年第6期| 1264-1270| 共7页
  • 作者单位

    National Research Council, Research Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy;

    National Research Council, Research Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy;

    Umbria Region Functional Centre, Via Romana Vecchia, 06034 Foligno (Perugia), Italy;

    National Research Council, Research Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy;

    Umbria Region Functional Centre, Via Romana Vecchia, 06034 Foligno (Perugia), Italy;

    Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via Duranti 93, 06125 Perugia, Italy;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Dambreak; Montedoglio dam; Flooded area;

    机译:该死的蒙特多里奥大坝;水灾地区;

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