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duration curve中文是什么意思

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用"duration curve"造句"duration curve"怎么读"duration curve" in a sentence

中文翻译手机手机版

  • (持续曲线)历时曲线
  • 杜拉钠延时曲线
  • 延时曲线

例句与用法

  • Available hydro power duration curve
    水力可能?电力持?曲线
  • Load duration curve
    负载持续时间曲线
  • Discharge duration curve
    量持续曲线
  • The influence of water transfer duration curve on hydro power output and electricity energy
    同一调水规模、不同配水方式对发电的影响; 3
  • According to differences of construction process , boundary condition , temperature and stress of two schemes extending 3m deep short seam on upstream face in the middle of rcc overflow section and no short seam are calculated , what " s more , in this paper the equivalent line drawing of stable temperature field and unstable temperature field during construction and operation period and the duration curve drawing of typical points " s temperature and stress are plotted , and the results of peak and minimum on temperature in every month and maximum on tensile stress are attained
    根据施工过程和边界条件,对溢流坝段中间上游面增设3m深短缝和不设短缝两个方案进行了温度和应力计算,并绘制出稳定温度场等值线图及施工期、运行期非稳定温度场等值线图,典型点温度和应力历时曲线图,逐月最高、最低温度和最大拉应力及相应位置等成果。
  • Quantity of generating electricity should be also calculated while the river inflow , quantity of water transfer and its duration curve are taken into account . as a company , it is necessary to take a series of measures to increase its benefits while water transfer leads to the decrease of hydro power inevitablly . the efficient methods can be taken into account as follows : i ) to improve the forecast accuracy , to decrease surplus water , and to increase seasonal electricity energy , ii ) to raise the peaking ability of dan jiang kou power station to obtain peaking benefits , iii ) to choose a suitable site to construct a pumped storage plant for peaking benefits
    在进行以上四方面内容深入探讨的基础上,论文针对丹江口水利枢纽运行任务、运行方式的重大变化,提出汉江集团应采取以下因应措施以适应企业产业结构的调整,这些措施包括:准确计算发电效益减少值;合理地核算水源的供水成本;以上述两项计算成果为基础,核算企业结构调整后总效益变化量;提高预报水平,减少弃水量,争取增发季节性电能;研究新的调度方式,提高电站调峰能力,提高电站的容量效益;在适当的地点修建抽水蓄能电站,提高电站的调峰能力。
  • Based on the theory of stochastic finite element , the structural parameters of frame - shear structure including stiffness and mass and damping are simulated to be stochastic variables . by solving recurrence equation of stochastic finite element , the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame - shear structure . an analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame - shear structure . as shown by the results , with regard to frame - shear structure , the effect of variation of strucural parameters on the change of mean value are chiefly the increase of standard deviation of response . variation of stiffness will cause the response of frame - shear structure to variate greatly ; variation of mass shows less effect ; and variation of damping shows insignificant effect . the effects of simultaneous variation of various structral parametres on seismic response are only slightly greater than the effect of stiffness variation alone
    以随机有限元理论为基础,将框剪结构的刚度、质量、阻尼等结构参数为随机变量.通过求解随机有限元的递推方程,得到框剪结构各层的地震动力响应均值和标准差历时曲线.分析结构参数单独变异,以及同时变异对框剪结构地震响应的影响.研究结果表明,对框剪结构而言,结构参数的变异对响应的均值变化影响都不大,主要是增大响应的标准差.刚度的变异性将引起框剪结构的响应发生大幅度变异,质量的变异性影响稍小,阻尼的变异性影响不显著.结构各参数的同时变异,对框剪结构地震响应的影响,仅比刚度单独变异的影响稍大
  • Because of the complexity of calculation result data , and in order to simplify the analysis of results , this paper only provides annual temperature isoline map of february , may , august and november during construction , temperature isoline map of the first , fifth , tenth , twentieth and thirtieth year during operation , duration curve of temperature and stress of typical point at different elevation , the maximal stress distribution along dam height , point at different elevation , the maximal stress distribution along dam height , and the maximal and minimal temperature and the maximal tensive stress and its position of every month
    因计算结果数据量非常大,为便于成果分析,本文仅给出施工期每年2 、 5 、 8 、 11月份和运行期第1 、 5 、 10 、 20 、 30年的温度等值线图,坝体不同高程典型点温度和应力历时曲线图,最大应力沿坝高分布图,逐月最高、最低温度和最大拉应力值及相应的位置等。
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