{"title":"2021年5月17日,Rudno nad honom石坝破裂后的洪水分析","authors":"P. Pekárová, P. Miklánek, J. Pekár, J. Podolinská","doi":"10.31577/ahs-2022-0023.01.0007","DOIUrl":null,"url":null,"abstract":"The study is aimed at reconstructing the course of the flood from May 17, 2021 breach of the stone dam in Rudno nad Hronom. Firstly, the volume of water in the reservoir before its breach was determined. The reservoir storage volume was estimated to be 14 807 m 3 . Then, we focused on the analysis of the hydrological regime in the wider Rudniansky Brook region. In order to derive the flood wave course from the rainfall, a series of 15-minute discharge from neighbouring water gauges measured by the Slovak Hydrometeorological Institute were analysed. In analysing the long-term trends of precipitation and temperature series we used data from the Banská Štiavnica meteorological station (period 1901–2020). In the second part, based on several field measurements after the flood event, we estimated the peak flows of floods from May 17, 2021 above the reservoir and under the reservoir. One hundred meters above the reservoir culmination reached 7.8 m 3 s -1 , under the reservoir it was between 80 to 100 m 3 s -1 . Finally, we reconstructed the course of the flood wave from the precipitation above the reservoir by hydrological analogy and by simple rainfall-runoff hydrological model NLC. The course of the breakthrough wave from the reservoir water just below the dam was determined to be triangular in shape so that the peak reached 90 m 3 s -1 and the volume was 15,000 m 3 .","PeriodicalId":321483,"journal":{"name":"Acta Hydrologica Slovaca","volume":"67 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-06-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Post-flood analysis of the flood from the rupture of the stone dam in Rudno nad Hronom on May 17, 2021\",\"authors\":\"P. Pekárová, P. Miklánek, J. Pekár, J. Podolinská\",\"doi\":\"10.31577/ahs-2022-0023.01.0007\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The study is aimed at reconstructing the course of the flood from May 17, 2021 breach of the stone dam in Rudno nad Hronom. Firstly, the volume of water in the reservoir before its breach was determined. The reservoir storage volume was estimated to be 14 807 m 3 . Then, we focused on the analysis of the hydrological regime in the wider Rudniansky Brook region. In order to derive the flood wave course from the rainfall, a series of 15-minute discharge from neighbouring water gauges measured by the Slovak Hydrometeorological Institute were analysed. In analysing the long-term trends of precipitation and temperature series we used data from the Banská Štiavnica meteorological station (period 1901–2020). In the second part, based on several field measurements after the flood event, we estimated the peak flows of floods from May 17, 2021 above the reservoir and under the reservoir. One hundred meters above the reservoir culmination reached 7.8 m 3 s -1 , under the reservoir it was between 80 to 100 m 3 s -1 . Finally, we reconstructed the course of the flood wave from the precipitation above the reservoir by hydrological analogy and by simple rainfall-runoff hydrological model NLC. The course of the breakthrough wave from the reservoir water just below the dam was determined to be triangular in shape so that the peak reached 90 m 3 s -1 and the volume was 15,000 m 3 .\",\"PeriodicalId\":321483,\"journal\":{\"name\":\"Acta Hydrologica Slovaca\",\"volume\":\"67 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-06-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Hydrologica Slovaca\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31577/ahs-2022-0023.01.0007\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Hydrologica Slovaca","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31577/ahs-2022-0023.01.0007","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
该研究旨在重建2021年5月17日在Rudno nad honom石坝决口的洪水过程。首先,确定溃决前水库的水量。水库库容估计为14 807立方米。然后,我们重点分析了更广泛的鲁德尼扬斯基溪地区的水文状况。为了从降雨中得出洪水的走向,分析了斯洛伐克水文气象研究所测量的邻近水表的一系列15分钟流量。在分析降水和温度序列的长期趋势时,我们使用了bansk Štiavnica气象站1901-2020年的数据。在第二部分中,基于洪水事件发生后的多次现场测量,我们估计了2021年5月17日水库上和水库下的洪峰流量。水库上100米最高点达到7.8 m 3 s -1,水库下最高点在80 ~ 100 m 3 s -1之间。最后,通过水文类比和简单降雨-径流水文模型NLC重建了水库以上降水的洪波过程。大坝下方水库水的突破波的过程被确定为三角形,因此峰值达到90米3秒-1,体积为15,000米3。
Post-flood analysis of the flood from the rupture of the stone dam in Rudno nad Hronom on May 17, 2021
The study is aimed at reconstructing the course of the flood from May 17, 2021 breach of the stone dam in Rudno nad Hronom. Firstly, the volume of water in the reservoir before its breach was determined. The reservoir storage volume was estimated to be 14 807 m 3 . Then, we focused on the analysis of the hydrological regime in the wider Rudniansky Brook region. In order to derive the flood wave course from the rainfall, a series of 15-minute discharge from neighbouring water gauges measured by the Slovak Hydrometeorological Institute were analysed. In analysing the long-term trends of precipitation and temperature series we used data from the Banská Štiavnica meteorological station (period 1901–2020). In the second part, based on several field measurements after the flood event, we estimated the peak flows of floods from May 17, 2021 above the reservoir and under the reservoir. One hundred meters above the reservoir culmination reached 7.8 m 3 s -1 , under the reservoir it was between 80 to 100 m 3 s -1 . Finally, we reconstructed the course of the flood wave from the precipitation above the reservoir by hydrological analogy and by simple rainfall-runoff hydrological model NLC. The course of the breakthrough wave from the reservoir water just below the dam was determined to be triangular in shape so that the peak reached 90 m 3 s -1 and the volume was 15,000 m 3 .