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形墩的英文

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"形墩"怎么读用"形墩"造句

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  • v-shaped pier

例句与用法

  • The t type barrier stilling basin has developed to a new energy dissipation technology which is adapted for energy dissipation of underflow in recent years
    T形墩消力池是近年来发展起来的新型消能技术,适用于底流消能形式。
  • To our country , this technology is applied to the hexi power station in hubei in 70th and the taoshan reservoir in hei longjiang in 80th
    我国在70年代将此技术应用在湖南的河溪电站工程,黑龙江的桃山水库于80年代应用t形墩消力池。
  • However , there are still not enough researches on the energy dissipation characteristics of the t type barrier stilling basin now . many problems existed still needs further study
    但目前对t形墩消力池消能特性的研究还不完善,许多问题有待进一步研究。
  • The paper also introduced the applied situation of the actual projects about the t type barrier stilling basin through the helong reservoir spillway ' s hydraulic model experiment
    本文还通过河龙水库溢洪道水工整体模型试检,描述了t形墩消力池在实际工程中的应用情况。
  • It makes the t type barrier and continuous end sill connected . by this method , it can produce forced jump dissipation of energy . as a result , it decreases the length of the stilling basin and lows the cost
    T形墩消力池是在平底消力池内,设置t形墩与连续尾坎相连接,借以产生强迫水跃进行消能,从而减小消力池的长度,降低造价。
  • By extending the calssical fluid mechanism result about the flow field round a pier to two piers , the formula of the deflection degree of flow direcrion is deduced with the assumption that the field around two piers simulates that of one pier
    将流体力学中圆柱绕流经典理论的成果推广应用于双圆柱桥墩的情况,假设单桥墩的绕流流场可以按照一定的规律叠加,推导出圆柱形墩斜交桥梁桥下水流流向偏转角度的计算公式。
  • Based on the hydraulics series model experiments of the t type barrier stilling basin , the paper gives a full exposition to changing process of the current ' s flow regime of the t type barrier stilling basin and discloses the flow regime characteristics , the theory of energy dissipation , the shape optimization choice , the method on hydraulic design parameter and programme . what ' s more , it provides the expression of mathematics and key of the t type barrier stilling basin
    本文通过t形墩消力池的水力学系列模型试验,完整地阐述了t形墩消力池水流流态的演变过程,揭示了t形墩消力池的流态特性、消能机理、体型优化选择以及水力设计参数方法及程序,并给出了t形墩池界限水深的数学表达式及解。
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