小浪底

  • 网络xiaolangdi reservoir;Xiaolangdi Dam
小浪底小浪底
  1. 黄河小浪底水库区断层的ESR年龄测定

    ESR dating of faults in the area of Xiaolangdi Reservoir on the Yellow River

  2. 小浪底水库如采用设计的逐步抬高蓄水位的运用方式,水库运用前6a水位不能满足引水要求。

    If the operation model of lifting step by step is applied in Xiaolangdi reservoir , the water level in the first 6 years during reservoir operation will not match the demand for water drawing .

  3. P3软件在小浪底泄洪工程中的应用

    Application of P 3 software to the flood releasing structures of Xiaolangdi Multipurpose Water Project

  4. PLC在小浪底电厂筒阀控制系统中的应用

    Application of PLC to ring gate control system for Xiaolangdi Hydropower Station

  5. 黄河小浪底工程滑坡体监测的GPS数据分析

    GPS Data Analysis of Landslide Monitoring in Xiaolangdi Project of the Yellow River

  6. 小浪底水电站闸门监控系统中PLC与上位机通信的实现

    Realization of the Communication between PC and PLC in the Gate Supervisory System of Xiaolangdi Hydropower Station

  7. 利用OpenGL实现对黄河小浪底发电洞的三维图形模拟

    Three Dimensional Figure Simulation of Power-Generating Hole of Yellow River Xiaolangdi by Making use of OpenGL

  8. 研究了单轴压缩下超声P波在干燥和饱水的小浪底砂岩和房山大理岩中的衰减和速度。

    The QP values as well as the velocities Vp of P wave in dry and saturated specimen of Xiaolangdi sandstone and Fangshan marble are studied as functions of axial stresses .

  9. TCA系统在小浪底大坝视准线观测中的应用

    Application of TCA system to the collimating line observation in Xiaolangdi dam

  10. 小浪底电厂计算机监控系统采用奥地利ELIN公司的SAT系统。

    SAT system used in Xiao Langdi power plant computer supervision system is made in ELIN Company in Austria .

  11. 小浪底大坝GIN法灌浆浆液的稳定性和流动性分析

    Stability and liquidity analysis of the grouting liquid by the GIN method in the Xiaolangdi 's main dam

  12. 小浪底工程地下厂房设计时,在对围岩进行分类的基础上,采用直接对比法、间接类比法、Q系统分类等方法进行综合分析,确定各洞室的间距及其喷锚支护参数。

    On the basis of classification of wall rock , the spaces between holes and coefficients of rock support were determined by integral analysis such as direct analogism , indirect analogism and Q-system classification method in the design of underground workshop of Xiaolangdi project .

  13. 本文以小浪底数字化办公系统建设为背景,结合当前成熟的新技术,提出了采用NDS目录服务技术和J2EE体系结构建设数字化办公系统的新思路。

    Based on the Xiaolangdi OA system , a new concept is proposed herein to develop a digital OA system by applying the NDS directory service and the J2EE architecture in light of the available up-to-date technologies .

  14. PMH-150(RADSS/S)型母线保护及在小浪底电厂的应用

    PMH-150 ( RADSS / S ) busbar protection and its application in Xiaolangdi Hydropower Plant

  15. 本文结合国际工程使用最广泛的FIDIC合同条款研究小浪底国际工程的施工索赔问题及其解决办法。

    This essay studied the claims in the construction of Xiaolangdi international project and the resolution methods therefore by referring to the FIDIC clauses that are being broadly used in the international projects .

  16. 采用FLAC3D程序,以小浪底工程为背景对其开挖过程在多因素影响下进行了大量计算工况的二维数值模拟。

    The excavation process of underground cavern groups is simulated with the example of Xiaolangdi Project by using FLAC3D program , in which different influencing factors are considered .

  17. 依据从DEM中提取的汇流网、水流路径长度和坡度等流域特征,建立了适合于黄河三门峡&小浪底区间水文过程的松散耦合型分布式水文模型。

    Based on some river basin characteristics collected from DEM ( Digital Elevation Model ), such as the confluence network , length and gradient of flow route , and slope , a loose and coupled distributed hydrological model was developed for the Sanmenxia-Xiaolangdi section .

  18. 小浪底水利枢纽工程的2号明流塔,塔高108m,是主要泄洪建筑物2号明流洞的进口建筑物。

    The No. 2 free flow tower is an intake building of No. 2 free flow tunnel , as one of the main flood discharge works .

  19. 在此基础上,选取了黄河三门峡水库&小浪底水库间降水量多与少的年份,利用NCEP再分析资料研究了其上空的水汽变化以及水汽输送量变化。

    Hereby , the years with more-than-normal and less-than-normal rainfall over the area are selected , and the quantity of water vapor and water vapor transport the area are calculated by using the NCEP / NCAR reanalysis data set .

  20. 以2002年4月18日LANDSATTM/ETM+多时相、高分辨率遥感数据为主要数据源,对黄河三门峡至小浪底区间暴雨致洪水文下垫面进行调查。

    An investigation was conducted on the hydrological underlying surface for rain-induced floods from Sanmenxia to Xiaolangdi in the mid-lower reaches of the Yellow River by means of the multiple time-phase , high-resolution remote sensing data of Landsat TM / ETM ~ + .

  21. 对“下大洪水”,当小浪底蓄水位达270m时,三门峡水库控制运用时机较好。

    It is a better opportunity to put into operation when the reservoir water level reaches to 270 m after storage as a major flood happened in the down stream of the Sanmenxia Reservoir .

  22. 黄河小浪底水库水质趋势分析

    Trend Analysis on Water Quality of Xiaolangdi Reservoir of Yellow River

  23. 小浪底土石坝纵向振动简化动力分析

    Simplified Dynamic Analysis of Longitudinal Vibration for Xiaolangdi Earth Rock Dam

  24. 小浪底水电厂厂用电结构及其运行分析

    Analysis on service power and the operation of Xiaolangdi Hydropower Plant

  25. 黄河小浪底水库防洪作用大的原因分析

    Analysis on the Large Flood Control Capacity of the Xiaolangdi Reservoir

  26. 调频谐振试验装置在小浪底水电站的应用

    Application of Frequency Regulation Resonance Test Device in Xiaolangdi Hydropower Station

  27. 小浪底水利枢纽岩石力学试验研究回顾

    Review on Testing Study of rock mechanics for Xiaolangdi Multipurpose Project

  28. 黄河小浪底郑州集中控制系统网络设计

    Network Design of Yellow River Xiaolangdi Central Control System in Zhengzhou

  29. 河南黄河小浪底风景区绿化规划探析

    Initial Analysis for Henan Yellow River Xiaolangdi Landscape Regin Planting Plan

  30. 水轮机效率空蚀测量系统在小浪底水电站的应用

    Application of the Turbine Efficiency-cavitation Measurement System in Xiaolangdi Hydropower Station