柘林水电站扩建工程厂房后坡安全监测与预测分析

讨论了柘林水电站安全监测网布置的合理性和特点，分析了安全监测成果；并采用能反映边坡变形行为特点的模型，对重要监测点的监测数据进行了变形预测。综合分析认为边坡现处于缓慢的变形阶段，且变形趋于稳定。     

龙滩水电站地下厂房洞室围岩弹塑性数值分析

根据龙滩水电站地下厂房的工程地质条件与开挖设计，采用二维弹塑性有限元法对地下洞室群围岩进行了数值模拟计算，研究了开挖过程中及完成后围岩的变形与应力、各洞室之间的相互影响，提出了设计与施工建议。     

雅砻江二滩水电站库区泥石流

雅砻江二滩水电站库区泥石流十分活跃，在库区内，沟谷型泥石流沟１００条．库首左岸的金龙沟，多次暴发过泥石流，用金龙沟泥石流活动特征与短历时雨强的资料，经计算分析后，得到了库区泥石流活动规律、流域环境条件与雨强之间的关系式，并给出了金龙沟暴发泥石流的降水指数３６００，有助于泥右流预报．     

Making a reservoir: Heterogeneous engineering on the Kemi River in Finnish Lapland

This article tells the story of long-lasting and ongoing struggles surrounding the construction plans for a major reservoir on the headwaters of the Kemi River in the Finnish Province of Lapland. A point of contention since the beginning of hydropower development on the river in the mid twentieth century, the reservoir project has been promoted and abandoned multiple times in waves of land purchasing, legal procedures, opposition campaigns, and the delineation of nature reserves. Despite a Finnish Supreme Administrative Court ruling officially setting an end to the project, it never entirely left public discourse and is currently being re-negotiated in slightly adapted form. Articulating voices and documenting practices of riverbank inhabitants, activists and hydro electricity managers, this article presents the struggle as multiple modes of heterogeneous engineering, where both proponents and opponents work towards creating different realities. The article develops the metaphor of heterogeneous engineering by drawing attention to three temporal dimensions central to the reservoir struggle: moments, which refer to the situated emergence of practices and strategies; futures, which speak to the attempts to build and contest expectations regarding conflicting projects; and durations, which consider the cumulative aspects of a decades-long struggle on people and landscapes. Thereby, the article contributes to discussions on making, planning and environmental management, and illustrates ways of studying these processes as situated practices in relation to time.     

GPS精确定位技术在小湾水电站工程变形测量中的应用

为保障电站建设和运行安全,小湾电站构建了全国规模最大的工程安全监测系统——基于GPS精确定位技术的工程变形监测系统,先后成功应用于小湾电站枢纽区工程边坡、大坝和水库库岸滑坡体的变形监测。介绍布设于上述工程部位的的GPS变形监测系统的架构组成、技术特点和监测成果,为水电工程建设GPS变形监测系统提供参考和借鉴。     

Hydrological modeling using a dynamic neuro-fuzzy system with on-line and local learning algorithm

This paper introduces the dynamic neuro-fuzzy local modeling system (DNFLMS) that is based on a dynamic Takagi–Sugeno (TS) type fuzzy inference system with on-line and local learning algorithm for complex dynamic hydrological modeling tasks. Our DNFLMS is aimed to implement a fast training speed with the capability of on-line simulation where model adaptation occurs at the arrival of each new item of hydrological data. The DNFLMS applies an on-line, one-pass, training procedure to create and update fuzzy local models dynamically. The extended Kalman filtering algorithm is then implemented to optimize the parameters of the consequence part of each fuzzy model during the training phase. Local generalization in the DNFLMS is employed to optimize the parameters of each fuzzy model separately, region-by-region, using subsets of training data rather than all training data.     

西藏申扎地区奥陶系岩石地层划分之见解

西藏申扎地区奥陶系地层组的建立不是根据岩性特征,而是根据地层中的化石组合和多重地层划分的原则。笔者认为,申扎组应被废弃,德悟卡下组底界应作修订,并对该地区奥陶系岩石地层单位进行了简要的时代讨论和对比。     

水电站库区地壳形变流动监测网络布设探索与实践

针对金沙江下游梯级水电站地壳形变流动监测网络建设项目,分析了地壳形变流动监测在水库地震监测中的设计思路与布设原则,并就金沙江水电站溪洛渡和向家坝水库介绍了3类监测网布设情况,对两水库蓄水前监测资料进行了初步分析,旨在对大型水库建设及水库地震的综合监测起到参考与借鉴作用。     

金沙江下游溪洛渡水电站马家河坝断层活动性及工程稳定性

金沙江溪洛渡水电站为一巨型水电站,库首区发育一逆冲推覆构造--马家河坝断层.该断层,尤其是右岸的飞来峰群,在工程运行期间将没于水下,因此,断层活动性研究及稳定性评价十分重要.通过基础地质、第四纪地貌、地震地质、水文地质、年代地质等方法综合研究,认为马家河坝断层不具活动性.控制性剖面极限平衡分析计算表明,右岸飞来峰群在各种工况条件下总体保持良好稳定状态.     

对“中国西部的地震灾害与水电大坝”一文的商榷

我国西部处于构造活动带,在水电开发过程中的地震和水库诱发地震问题一直受到公众的关注.本文对约翰·杰克逊先生“中国西部地震灾害与水电大坝”中的一些问题做了针对性的讨论,对其文章的专业性和某些结论提出了质疑.本文认为“中国西部地震灾害与水电大坝”的作者,引用的基础资料都是极小比例尺的图件,精度较差,不能作为精细论证的依据.构造板块学认为:构造板块的边缘地带,构造运动最活跃,板内次级断裂活动性就相对差些.我国西部除西藏处于板块碰撞的边缘地带外,四川、云南等大片水电能源蕴藏地属于板内构造,并非最活跃区.通过对近代地震工程学的发展和翔实的事例论证,说明他得出我国西部建坝是“灾难性后果的危险尝试”的结论是荒谬的.最后,对汶川大地震与水库诱发地震的问题进行了阐述.