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results analysis
相关语句
  成果分析
    Main Dam Earth Material Placement Quality Control and Monitoring Results Analysis for Husonghe Hydropower station
    户宋河电站主坝土料填筑质量控制与检测成果分析
短句来源
    Test and results analysis for the hydraulic structural integral model of the Qinglongjiang reservoir's spillway
    青龙江水库溢洪道水工整体模型试验及成果分析
短句来源
    Numerical simulation of flood in downstream of Weihe River and flooded area (Ⅱ)——Results analysis and its visualization
    渭河下游河道及洪泛区洪水演进的数值仿真(Ⅱ)——成果分析及可视化
短句来源
    Computing of Earthquake Resistance for Dam of Dashimen Reservoir Pingding County and Its Results Analysis
    平定县大石门水库大坝抗震计算及成果分析
短句来源
    In order to provide a reliable basis for safe operation of the hydropower station and also provide valuable references for future construction of the similar scaled projects, the observation and results analysis of the prototype are conducted in respect of the flow pattern, the time-average pressure and the pulsation pressure, etc.
    通过对流态、时均压力及脉动压力等的原型观测成果分析,为电站安全运行提供可靠依据,并为今后同等规模的类似工程提供有价值的参考。
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  “results analysis”译为未确定词的双语例句
    Grouting Experiment of Loess Stratum of the YRDP and Its Results Analysis
    万家寨引黄工程黄土地层灌浆试验施工技术与成果分析
短句来源
    Embedment of Clinometer in Dam of Zhangze Reservoir And Monitoring Results Analysis
    漳泽水库大坝测斜仪的施工埋设与监测分析
短句来源
    Based on tests results analysis, empirical formula considering the influence of viscosity on seepage in LPS was presented as well as the relational expression between permeability of LPS and net confining pressure.
    通过分析,给出了粘度对低渗透岩心渗流影响的经验公式,以及低渗透岩心渗透率随围压变化的关系式。
短句来源
    In this paper, the characteristics of the cracks,test and computation results, analysis considerations and treatment measures of the cracks are presented comprehensively.
    本文综合介绍大坝裂缝的基本情况、试验和计算成果、分析意见及工程处理措施.
短句来源
    This paper summarizes the research results of rapid dam construction with Portland Low-heat Expand Cement Concrete in our institute in last ten years. On the basis of a great deal of laboratory test results analysis, the general properties of shrinkage-compensated concrete and some concepts of shrinkage-compensation have been proffered.
    本文总结了我院近十年来进行低热微膨胀水泥混凝土快速筑坝研究的成果,在分析了大量室内试验成果的基础上,提出了水工补偿收缩混凝土一般性质及补偿收缩特性的一些概念。
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  results analysis
It consists of three main phases: test generation, test execution, and test results analysis.
      
This site of the probe was assigned to the Site 1 in the results analysis.
      
Results Analysis of the literature demonstrates that kyphosed seated postures when sustained are more harmful to the health of the lumbar spine than lordosed seated postures.
      
Other approach of results analysis was based on the composite bulk morphology observed by the SEM microscopy.
      
Groundwater modelling is hindered by the lack of adequateinformation about the groundwater system and hence theneed for an interactive and efficient system for datapreparation and results analysis.
      
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This paper summarizes the research results of rapid dam construction with Portland Low-heat Expand Cement Concrete in our institute in last ten years.On the basis of a great deal of laboratory test results analysis, the general properties of shrinkage-compensated concrete and some concepts of shrinkage-compensation have been proffered. The possibility of rapid construction by using shrinkage-compensated concrete in hydraulic engineering are investigated in light of test results of using shrin -kage...

This paper summarizes the research results of rapid dam construction with Portland Low-heat Expand Cement Concrete in our institute in last ten years.On the basis of a great deal of laboratory test results analysis, the general properties of shrinkage-compensated concrete and some concepts of shrinkage-compensation have been proffered. The possibility of rapid construction by using shrinkage-compensated concrete in hydraulic engineering are investigated in light of test results of using shrin -kage compensated concrete in three dam construction practices. The third test is long block and full-face placement are used. The study results show that it is possible for rapid construction of dam to adopt the shrinkage compensated concrete in hydraulic engineering. Through many tests, a temperature control design formula for concrete dam has been provided. Therefore, it is suggested that the selfgrowth strain of concrete at its late age may be used as one of important Parameters of temperature control design for dam concrete.

本文总结了我院近十年来进行低热微膨胀水泥混凝土快速筑坝研究的成果,在分析了大量室内试验成果的基础上,提出了水工补偿收缩混凝土一般性质及补偿收缩特性的一些概念。在三次水工补偿收缩混凝土筑坝试验的基础上,探讨了采用水工补偿收缩混凝土进行快速施工的可能性,第三次通仓长块快速施工,研究成果表明采用水工补偿收缩混凝土有可能快速筑坝。在多次试验的基础上,文中提出了对混凝土大坝温度控制设计公式,建议把混凝土后期自生体积变形作为大坝混凝土温控设计重要参数之一。

This paper presents the development for runner of 150~180m store water level. Through the selection of hydraulic parameters, runner design and test, test results analysis and referring to the foreign same type runner, author poses runner parameters in development of Three Gorge power plant.

本文介绍了对三峡电站蓄水位150-180m转轮的研宄。通过水力参数选择、转轮设计、试验研究、试验结果分析等项工作,参照国外同类型电站转轮的参数以及外国公司为三峡电站提供的各种方案中的数据,提出了我国研制三峡电站水轮机转轮的适宜参数。

In statical model test of earth and rockfill dams, not only can the vert;cal displacement w and horizontal displacement u at each point in a dam be measured precisely, but also the stress levels can be calculated, thus finding out the shear failure zones, we can evaluate the stability of the dam. The nonlinear relation of stress and strain can be considered, and seepage and earthquake's load can be simulated in the model test too. A set of rather complete method of modcl test and result analysis have boon...

In statical model test of earth and rockfill dams, not only can the vert;cal displacement w and horizontal displacement u at each point in a dam be measured precisely, but also the stress levels can be calculated, thus finding out the shear failure zones, we can evaluate the stability of the dam. The nonlinear relation of stress and strain can be considered, and seepage and earthquake's load can be simulated in the model test too. A set of rather complete method of modcl test and result analysis have boon formed originally. The authors have drawn the stress level iso-grams, vhich are based on the measured values of u,w in the rockfill coffer-dam model in the upper reaches of a big hydroelectric power station in China. Tbese isograms have shown the weakness of the original design of the dam, therefore the engineering countermeasures have been put forward.

用土石坝静力学模型试验不仅能以高精度测出模型坝体内各点的垂直位移w、水平位移u,还能根据u、w值推算出坝体内各点的应力水平,找出剪切破坏区,从而评价坝体稳定性。在试验中不仅可以考虑非线性应力应变,也可以在模型中实现渗流和地震荷载的模拟。目前已能初步形成一套较完整的模型试验和成果分析方法。笔者以我国某大型水电站上游堆石围堰模型试验得出的u、w实测数值为基础,运用本文介绍的分析方法给出了坝体在各个阶段的应力水平等值线图。这些图显示出该坝体在原设计中的薄弱环节。文中还提出了相应的工程措施。

 
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