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探讨水库蓄水区移民工作方法、存在的问题与对策
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作者 朱文俊 凌晨 《科技与创新》 2014年第22期139-139,142,共2页
通过有效的社会学工作介入,可使水库蓄水区移民工作更加顺利地开展。不少"钉子户"并不是有意刁难开发方,而是项目背后确实存在较严重的社会学问题。只要解决了这些社会学问题,蓄水区移民工作的一系列难题就可以迎刃而解。
关键词 水库蓄水区 移民工作 水电站 钉子户
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关于水库蓄水区的铁路防护处理
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作者 王成伟 《低碳世界》 2021年第6期263-264,共2页
随着交通建设的快速发展,沿河流、水库修建的铁路越来越多,库岸的路基稳定性问题也成为路基防护设计的重要组成部分。水电站水库蓄水会对库岸的稳定性造成一定的影响,甚至会诱发边坡失稳或坍塌等灾害,影响岸坡上铁路的正常运营。本文针... 随着交通建设的快速发展,沿河流、水库修建的铁路越来越多,库岸的路基稳定性问题也成为路基防护设计的重要组成部分。水电站水库蓄水会对库岸的稳定性造成一定的影响,甚至会诱发边坡失稳或坍塌等灾害,影响岸坡上铁路的正常运营。本文针对沙坪二级水电站正常蓄水位回水后,水库蓄水区内铁路路基边坡的防护措施进行研究,供设计者参考和讨论。 展开更多
关键词 水库蓄水区 铁路路基 边坡防护设计
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Preliminary Study on Characteristics of Source Parameters of Earthquakes in the Nuozhadu Reservoir Area,Yunnan Province
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作者 Pan Ying Zhang Xiaodong +1 位作者 Fu Hong Dai Zonghui 《Earthquake Research in China》 CSCD 2015年第4期470-484,共15页
We computed source parameters for 143 earthquakes with M_L≥ 1. 0 occurring from January,2011 to March,2014 using waveform data recorded by the Nuozhadu and Jinghong Reservoir Seismic Networks. Then,the variation of s... We computed source parameters for 143 earthquakes with M_L≥ 1. 0 occurring from January,2011 to March,2014 using waveform data recorded by the Nuozhadu and Jinghong Reservoir Seismic Networks. Then,the variation of seismic activity and the characteristics of source parameters before and after the impoundment of the reservoir were investigated. The results show that:( 1) the seismic activity increased obviously after the impoundment,especially during the 3- 4 months after impoundment;( 2) the focal depths of the earthquakes occurring in the reservoir area are shallower than the earthquakes occurring outside the reservoir area in the initial stage of impoundment,but after a time,the difference was gradually reduced;( 3) corner frequency varies with the seismic moment and the log-linear relationship is more obvious after impounding;( 4)stress drop and apparent stress increase with increasing seismic moment,moreover they are lower for the earthquakes occurring in the reservoir area after impounding than those occurring outside the reservoir area or before impounding with the same seismic moment;( 5) the effect of reservoir impoundment on an earthquake can reach a depth of 10 km,and the maximum effect is seen at a depth of 3km- 6km,and the differences of seismic activity and average apparent stress between the inside and outside of the reservoir are significant. 展开更多
关键词 Nuozhadu reservoir Corner frequency Stress drop Apparent stress
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