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Is Mosul Dam the Most Dangerous Dam in the World? Review of Previous Work and Possible Solutions

机译:摩苏尔水坝是世界上最危险的水坝吗?回顾以前的工作和可能的解决方案

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摘要

Mosul Dam is an earth fill dam located on the Tigris River in North Western part of Iraq. It is 113 m in height, 3.4 km in length, 10 m wide in its crest and has a storage capacity of 11.11 billion cubic meters. It is, constructed on bedrocks which consist of gypsum beds alternated with marl and limestone, in cyclic nature. The thickness of the gypsum beds attains 18 m; they are intensely karstified even in foundation rocks. This has created number of problems during construction, impounding and operation of the dam. Construction work in Mosul Dam started on January 25th, 1981 and started operating on 24th July, 1986. After impounding in 1986, seepage locations were recognized. The cause of seepage is mainly due to: 1) The karsts prevailing in the dam site and in the reservoir area. 2) The existence of gypsum/anhydrite rock formations in the dam foundation alternating with soft marl layers and weathered and cavernous limestone beddings. 3) The presence of an extensive ground water aquifer called Wadi Malleh aquifer, which affects considerably the ground water regime in the right bank. The dissolution intensity of the gypsum/anhydrite ranged from 42 to 80 t/day which was followed by a noticeable increase in the permeability and leakages through the foundation. Inspection of the dam situation in 2014 and 2015 indicates that the dam is in a state of extreme unprecedentedly high relative risk. In this work, possible solutions to the problem are to be discussed. It is believed that grouting operations will elongate the span life of the dam but do not solve the problem. Building another dam downstream Mosul Dam will be the best protective measures due to the possible failure of Mosul Dam, to secure the safety of the downstream area and its' population.
机译:摩苏尔大坝是位于伊拉克西北部底格里斯河上的土坝。它的高度为113 m,长度为3.4 km,波峰高度为10 m,存储容量为111.1亿立方米。它是在基岩上构造的,基岩由石膏床与泥灰岩和石灰石交替构成,呈周期性。石膏床的厚度达到18 m;它们甚至在基础岩石中也被强烈地喀斯特化。这在水坝的建造,蓄水和运营过程中产生了许多问题。摩苏尔大坝的建设工作于1981年1月25日开始,并于1986年7月24日开始运营。在1986年蓄水之后,人们认识到了渗流位置。造成渗漏的原因主要是:1)坝址和库区普遍存在喀斯特。 2)在坝基中存在石膏/硬石膏岩层,并交替有软泥灰岩层,风化和海绵状石灰岩层理。 3)存在称为Wadi Malleh含水层的广泛的地下水含水层,这大大影响了右岸的地下水状况。石膏/硬石膏的溶解强度范围为42至80吨/天,随后渗透性和通过地基的渗漏显着增加。对2014年和2015年大坝状况的检查表明,大坝处于前所未有的极高相对风险状态。在这项工作中,将讨论该问题的可能解决方案。人们认为,注浆操作将延长大坝的使用寿命,但不能解决问题。由于摩苏尔水坝可能发生故障,在摩苏尔水坝下游建造另一座水坝将是最好的保护措施,以确保下游地区及其人口的安全。

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