龙羊峡
- 名【地名】【中国】Longyang Gorge
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应用GPS技术对龙羊峡水库库岸滑坡监测的可行性分析
A feasibility analysis of surveying the Longyang Xia reservior with the GPS Technique
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龙羊峡水电站近坝库岸GPS滑坡监测
GPS Coast Supervision of Near Dam Reservoir Bank
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龙羊峡水电站泄水道抗冲层缺陷处理措施
Treatment Measure of Anti-erosion Layer of Spillway in Longyang-xia Hydropower Station
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龙羊峡附近超固结粘土大型滑坡的形成机制及高速远滑的原因
The mechanism of huge landslides in overconsolidated clay near Longyang Gorge damsite
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龙羊峡电站近坝区变形分析
An analysis of deformation in the region near the Longyang Gorge Dam
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龙羊峡水库地震诱发机制及危险性预测
Trigger mechanism of reservoir-induced earthquakes and their risk prediction in the Longyang Gorge Reservoir Area
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经过裂缝成因分析可知,龙羊峡大坝下游面裂缝主要是由温降引起的,较高的水位对其也有一定影响。
Cracks were mainly caused by temperature drop and also influenced by relatively high water level .
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水库调度应重视经济效益&龙羊峡水库运行十年的分析与思考
Reservoir dispatch and economic benefit
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黄河龙羊峡-刘家峡河段特大型滑坡成因分析
Genetic analysis on huge landslides along the section from Longyang Gorge to Liujia Gorge of the Yellow River
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利用水文模拟技术生成的系列,对各种不同干旱持续长度的年径流,进行了频率分析,并对具有多年调节水库的龙羊峡水电站的水能规划设计进行了合理性检验。
The frequency analysis for yearly runoff of various lengths of persistence has been made with synthetic series .
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正在施工的龙羊峡水电站,1981年9月发生了有实测记录以来最大的一次洪水。
The Longyangxia hydropower project which in under construction encountered the heaviest flood on record in September , 1981 .
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介绍了龙羊峡水电站大坝安全监测项目的设置、监测系统改造的思路及过程、自动化监测系统的结构和功能特点等。
The design characters and operation status of the automatic monitoring system of upper-reservior of the Shisanling Pumped Storage Power Plant ;
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文章简述了编研工作的意义、特点以及龙羊峡水电厂开展档案编研工作的历程。
The paper briefly describes the compilation work 's meaning , characteristic and the course of compilation work in Longyangxia Hydropower Station .
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龙羊峡水电站在运行过程中,由于调度不当会造成机组开机台数过多而空耗水量。
Unsuitable operating causes too many units running whereby resulting in an increase of spillage in the operation process of LongYangXia hydropower plant .
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黄河上游龙羊峡至刘家峡河段梯级水电站建设后鱼类资源变化
Changes of fishery resources after the construction of cascade hydropower stations from Longyang gorge to Liujia gorge in upper stream of Yellow River
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试验结果表明,龙羊峡水电站1、2号门具有相似的振动形态。
And No. 2 gate has similar vibration shape . The test and analysis of this paper have reference value to research and application .
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对1997年黄河上游地区龙羊峡水库人工增雨效果采用垂向混合产流模型进行效果评估。
Vertical mixed model is used to evaluate the effect of artificial rain and verification of reliability in 1997 on upper reaches of the Yellow River .
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通过龙羊峡水库合理运行方式研究,确定公伯峡水电站渡汛方案以及提高渡汛标准方案。
Through studying Longyangxia reservoir reasonable operation mode , Gongboxia hydro-power station 's flood period scheme and improvement flood period standard scheme are established in this paper .
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根据青海龙羊峡电磁台自1991年9月以来的资料,对电磁波辐射在震前的异常特征进行了分析总结。
According to data of the electromagnetic station in Longyang gorge of Qinghai since Sep. 1991 , we analysed and summarized some anomaly characteristics of electromagnetic wave radiation before earthquakes .
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因此,对龙羊峡旅游资源进行综合评价成为研究的首选,继而提出旅游发展的目标定位,并对旅游产品结构设计、功能分区、线路组织以及设施规划建设进行有益的探讨。
A comprehensive evaluation of the tourist resources of longyang gorge helps orientate the aims of tourist development , design the structure of tourist products and plan tourist routes as well as tourist facilities .
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文章从凸极同步发电机静态稳定入手,通过理论分析凸极同步发电机并入无穷大电网的静态稳定过程,从而剖析龙羊峡水电站发电机的进相深度。
Based on the static stabilization of convex synchronic generator , and the process of analyzing the generator 's steady course which incorporated into the infinite electric wire netting , the paper analyses the phase depth of generator .
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文章在阐述黄河上游龙羊峡-刘家峡河段内滑坡类型及分布的基础上,分析了滑坡发育与黄河形成演化历史的关联性。
Based on the landslide 's types and distributions from Longyang Gorge to Liujia Gorge at the upper reach of the Yellow River , this paper analyzed the relationship between the development of landslide and the evolution history of the Yellow River .
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最后针对龙羊峡、溪落渡拱坝等实际工程,用时域法生成了与《水工建筑物抗震设计规范》规定的设计反应谱相拟合的人工地震动时程。
Finally , in connection of the real projects of Long Yang Xia and Xi Lou Du arch dams , the artificial seismic time histories compatible with the design response spectra prescribed by the ' Specifications for Seismic Design of Hydraulic Structures ' are generated by the time domain method .