EVALUASI DEBIT REMBESAN DARI DATA BACAAN V-NOTCH PADA BENDUNGAN BENEL

Rahman Hakim Ardiansyah, Ignatius Sriyana
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引用次数: 1

Abstract

The Benel Dam, one of the dams in Bali, is an already operational dam, so it necessary to monitor the behavior of the dam body to be able to find out as early as possible if an anomaly occurs, one of which is monitoring seepage discharge at the v-notch. The purpose of this study is to determine the fluctuation of seepage discharge and its correlation to the reservoir level, and to determine the safety of the seepage discharge that occurs. The evaluation of seepage discharge is carried out on reading data that is not influenced by rainfall, then compares it with the limits of the seepage acceptance criteria and seepage index. From the analysis results show the correlation between seepage discharge and reservoir level r = 0.2296 and after parsing the data, it is obtained for 2013, 2014, 2018 and 2019 data that the correlation level is moderate - very strong. The results of the parsing then selected data that is not affected by rainfall. The seepage discharge that occurs is still smaller than 0.14 liters/minute/meter, while the seepage index (QI) is greater than 1. In the seepage index analysis, it is necessary to use the seepage path length parameter that is appropriate or close to the actual condition.
由BENEL大坝上的V-NOTCH数据评分
巴厘岛的贝内尔大坝是一个已经在运行的大坝,因此有必要监测坝体的行为,以便能够尽早发现异常情况,其中一个是监测v形缺口的渗水排放。本研究的目的是确定渗流流量波动及其与水库水位的相关性,并确定发生渗流流量的安全性。对不受降雨影响的读数数据进行渗流流量评价,并与渗流验收标准限值和渗流指标限值进行比较。分析结果表明,渗流流量与库区水位的相关性r = 0.2296,对数据进行分析后得出,2013年、2014年、2018年和2019年的数据相关性为中等~很强。解析的结果然后选择不受降雨影响的数据。发生的渗流流量仍小于0.14升/分/米,而渗流指数(QI)大于1。在渗流指标分析中,有必要选用适宜或接近实际情况的渗流路径长度参数。
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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