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菲尔泽水电站是我国继伐乌·代耶水电站之后援阿在德林河上修建的第二座大型水电站。电站装机容量50万千瓦,拦河堆石坝坝高165.6米,总体积约800万立方米,总库容为26.2亿立方米。该电站于1971年11月开工,第一台机组于1978年5月正式发电。从1969年4月至1978年7月,我国派遣了工程技术人员对水电站的勘測、设计、施工进行技术指导,其中1974年4月以前中、阿双方共同组成勘测设计组,共同负责勘测设计;1974年4月以后改为由阿方负责勘测设计,中方协助。在电站设计过程中,我国国内许多单位还帮助进行了大量的设计、试验研究和设备制造等工作。菲尔泽堆石坝是目前欧洲最高的堆石坝,也超过我国同类型大坝的套度。在大坝设计中,采用了人工掺砂砾料的粘土作防渗心墙。为了论证这种土料的适用性,我国设计制造了一套大型试验设备,成功地进行了大量试验研究工作。此外,在抗裂措施(如心墙土料分区)、基础处理(如心墙基础混凝土垫座等)及防御近坝库区滑坡涌浪等方面均作了较详细的研究,并有所创新。所有这些,都值得我国今后设计类似高土石坝时参考。
The Filser Hydropower Station is the second large-scale hydropower station in China that was built on the Delin River after the aid of the Ufa Deye Hydropower Station. Power station installed capacity of 500,000 kilowatts, dam rockfill dam height of 165.6 meters, with a total volume of about 8 million cubic meters, with a total capacity of 2.62 billion cubic meters. The plant was started in November 1971 and the first unit was officially commissioned in May 1978. From April 1969 to July 1978, China dispatched engineering technicians to provide technical guidance on the survey, design and construction of hydropower stations. Before April 1974, both China and Afghanistan jointly formed the survey and design team to jointly take charge of survey and design. After April 1974, Albania changed to survey and design and assisted by China. In the process of power plant design, many units in our country also helped carry out a large amount of design, experimental research and equipment manufacturing. Philzer rockfill dam is the tallest rockfill dam in Europe and surpasses that of similar dam in China. In the design of the dam, artificial sand and gravel clay was used as impervious core wall. In order to demonstrate the applicability of this soil material, China has designed and manufactured a large set of test equipment and successfully conducted a large amount of experimental research. In addition, more detailed studies and innovations have been made in the aspects of anti-cracking measures (such as the partition of the core wall material), basic treatment (such as the foundation wall of the heart-wall concrete, etc.) and the prevention of landslide surge in the near dam area . All of these are worthy of our country in the future when designing similar high earth and rock dam reference.