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Study on Safety Assessment and Renovation Measures of a Reservoir Dam

机译:水库水坝安全评估与装修措施研究

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According to the status quo of a reservoir dam, relevant hydraulic calculations and structural calculations are carried out on the dam body and its ancillary buildings, which reveal that the dam body was not up to standard for flood control, the left abutment of the dam body was leaking, sliding resistance of downstream slope of dam body was insufficient, the height of the spillway side wall was insufficient, and length of the stilling pool was insufficient and so on. In response to these problems, the corresponding engineering and technical renovation measures were proposed for the main buildings of the dam. The results of finite element analysis and the implementation of renovation measures show that the renovation plan is economically reasonable and technically feasible, the reservoir diseases problems can be eliminated, the reservoir functions can be restored, and the renovation effect is obvious. Earth rock dams occupy a considerable proportion in the early construction of small reservoir dams in our country. Problems have appeared in some of them, such as dam body leakage, dam slope instability, failure of drainage measures, failure of flood control standards and so on after operating for many years, under the combined action of one or more factors such as unreasonable original design, low-level construction quality, unfulfillment of later operation management, untimely maintenance, earthquake disasters, termite disasters and so on. The diseased reservoirs, which are out of repair for a long time, not only have low economic benefits, but also have great potential safety hazards, which seriously restrict the development of the comprehensive benefits of the reservoirs. Therefore, it is imperative to improve and renovate the diseased reservoirs and restore the comprehensive performance of the old reservoirs. Taking a homogeneous earth reservoir dam as a typical case, this paper reveals many kinds of diseases existing in the homogeneous earth dam by calculation and analysis, and puts forward corresponding renovation measures, which can provide ideas and technical references for the renovation scheme of similar reservoir dams.
机译:根据水库水坝的现状,在坝体及其辅助建筑物上进行了相关的液压计算和结构计算,揭示了坝体不达到防洪,坝体的左邻接泄漏,坝体下游斜率的滑动阻力不足,溢洪道侧壁的高度不足,并且静脉池的长度不足等等。为应对这些问题,为大坝的主要建筑提出了相应的工程和技术改造措施。有限元分析的结果和改造措施的实施表明,翻新计划在经济上合理且技术上可行,可以消除储层疾病问题,可以恢复储层功能,并改造效果明显。地球岩坝在我国小水库大坝的早期建设中占据了相当大的比例。一些问题出现在其中一些,如坝体泄漏,大坝边坡不稳定,排水措施失效,防洪标准失败多年后经营后,在一个或多个因素如不合理的原件等因素设计,低级施工质量,不符合以后的运营管理,不合时宜的维护,地震灾害,白蚁灾害等。患病的水库,这是修了很长一段时间,不仅具有低的经济效益,但也有很大的安全隐患,严重制约了水库的综合效益的发展。因此,必须改善和翻新患病水库并恢复旧水库的综合性能。采用均匀的地球水库大坝作为典型案例,通过计算和分析,揭示了各种存在于均质地球大坝中的多种疾病,并提出了相应的改造措施,可以为类似水库的改造方案提供思路和技术参考水坝。

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