堰坝

yàn bà
  • weir dam
堰坝堰坝
  1. 健美和克莱德在堰坝被杀害了。

    Both Bonnie and Clyde were killed in the barrage .

  2. 泰晤士河上的堰坝终于完成了。

    The Thames barrage had at last been completed .

  3. 第一种方法是潮汐堰坝,这种科技与水力发电厂十分类似。

    The first is tidal barrages where the technology is similar to that used in hydropower stations .

  4. 比较了传统堰坝组合,吹氩气幕挡墙分别代替堰、坝对中间包流体流动特征的影响,并尝试在中间包内采用双气幕挡墙的控流方式。

    The fluid flow and transportation behavior of non-metal inclusion were studied in tundish of gas curtain dam by water model experiment and PW system .

  5. 本文主要介绍应用高喷技术对安居水电站溢流坝、堰坝导墙、溢流堰天窗沙卵石基础处理的方法和体会。

    This paper presents sand and cobble foundation treatment of overflow dam , guide wall and overflow weir by " high pressure jet grouting " at An in Hydropower Station .

  6. 这个堰塞湖的堰坝有可能会决堤,因为湖内水位在周六上升了近2米,达到723米,较堰顶最低处仅有29米。

    The lake 's barrier is in danger of bursting after the water level rose by nearly two metres on Saturday to 723 metres , only 29 metres below the lowest part of the barrier .

  7. 同时,通过建立逸出坡降的经验公式,提出了较为完整的堆石堰坝渗流解析计算方法及相应的图解法,可以进行逸出坡降、逸出水深、渗流量、浸润线等项的计算。

    In addition , by means of establishing the formula of exit gradient , this paper gives a complete computational method for rockfill weirs and dams , which can be used in computation of exit gradient , exit depth , seepage flow , water surface profile , etc.

  8. 堰闸坝结构的三维有限元静力分析

    Three-dimensional finite element static analysis of gate-dam structure

  9. 堰闸坝有限元静力分析中地基模型的尺寸效应

    The size effect problem of foundation in finite element static analysis of gate-dam structure

  10. 通过计算分析堰闸坝混凝土结构各部位的应力和位移,验证结构的强度要求,为结构配筋设计提供依据。

    The strength of concrete structure of gate-dam is verified through analysis for provide scientific basis of structure reinforcement design .

  11. 主要研究了如何通过设置堰、坝来促进夹杂物上浮、减小中间包内死区比率,使钢水在中间包内的停留时间延长50%。

    By the setting of dam and wall , the resident time of steel in tundish increased more than 50 % .

  12. 古堰塞坝和古堰塞湖应对地质灾害监测和水利工程建设有很好的启示。

    A better understanding of paleo-blocked dam and paleo-landslide blocked lake would have important significance in monitoring geological hazards and in water-conservancy projects .

  13. 熔岩流多次堵塞增高,堰塞坝的侵蚀和盆地的沉积充填,这三种因素综合作用的结果,形成了具有一定厚度的不同沉积类型组合。

    Different kinds of sedimentary sequences are formed by the stoppage of the lava flow , the erosion of sand dam and the sedimentary filling of the basin .

  14. 如果岸坡崩塌或滑坡堵江形成的堰塞坝能够保持较长时间的稳定,其上游的堰塞湖内就会堆积一定规模的堰塞湖沉积。

    If the barrier dam formed by collapse or landslide can keep stable for long-term , its upstream barrier lake would accumulate lake deposits in a certain scale .

  15. 随着堰塞湖水位逐渐抬升,堰塞坝上下游水头差不断增大,水流已通过坝体向下游渗透。

    As the water level gradually rose and the hydraulic head pressure difference between upstream and downstream was continuously increasing , it had been appeared infiltrating on downstream slope of the dam .

  16. 水湫池堰塞坝的沉积物具有典型的“泥砾”结构,在形态特征上属于粘性重力流的碎屑流堆积;

    A typical mud-gravel structure can be seen at the Shuiqiuchi Pool dam , it was piled up by debris flow deposits , and its formation is not related to mountain falling .

  17. 然而地震滑坡碰撞刹车制动机制和堰塞坝溃坝模式等课题的系统性研究较少,取得的少数科研成果也具有很大的局限性。

    However , the systematic studies of collision braking mechanism of the earthquake-induced landslide and dam-breaking mode of barrier dam , etc are less , a few achieved scientific research also has significant limitations .

  18. 此外关于堰塞坝应急抢险的成功案例也屈指可数,更谈不上系统全面的防灾减灾预案和经验总结。

    In addition , the successful cases on emergency rescue of barrier dams are rare , let alone that the comprehensive system of disaster prevention and mitigation plans and experience summary have not been proposed yet .

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