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overtopping

英 [ˌəʊvəˈtɒpɪŋ]

美 [ˌoʊvərˈtɑpɪŋ]

n.  打顶过低,(甜菜)切顶过低

双语例句

  • Pointing to three main failures: overtopping, seepage and slip of levee, the analyses of the risk factors are carried out respectively, and the risk computation models are founded correspondingly.
    建立以威胁为核心的风险计算模型,通过威胁识别、威胁后果属性计算及威胁指数计算等多个步骤对信息系统的安全风险进行定量分析和评估。
  • Design of Breakwater and Wave Overtopping
    防波堤设计和越浪量
  • Bridge design criteria of design floods for such purposes as the evaluation of backwater, clearance, and overtopping has been established.
    已经确立了设计洪水的桥梁设计标准,用以实现评估回水、桥下净空及满溢的目的。
  • Modeling technique and theoretical analysis of rockfill dam overtopping
    堆石坝过水模型试验技术及理论分析
  • Many researches on the mechanism of earth-rock dams due to overtopping failure and the process of break development have been carried out, but few involves the mechanism of clay core dams.
    国内外针对土石坝漫顶破坏机理和溃决过程开展了大量的研究工作,但针对黏土心墙这一土石坝主要坝型溃决机理及溃决过程的研究工作却开展的很少。
  • After analyzing the reasons of sea dike overtopping, the overtopping risk model is established under storm tide and wave action.
    在充分考虑风暴潮和波浪不确定性的前提下,建立海堤对抗风暴潮和波浪共同作用下的漫坝风险模型,并提出采用积分-JC法对模型进行求解。
  • The stability and wave overtopping rate of 3 kinds of revetments ( sloping, big step and cylindrical structure types) are studied by using sectional model test.
    利用断面物理模型试验,对3种结构形式(斜坡段、大台阶段、圆筒段)的护岸的稳定性和越浪量进行了研究。
  • Based on general reliability theory, finite element calculation model and rigid body limit equilibrium method, the risk analysis models of levee overtopping, seepage failure and slide instability failure are constructed individually.
    基于可靠度理论、有限元计算模型和刚体极限平衡原理,分别建立了漫顶失事、渗透破坏和失稳破坏三种随机风险分析模型;
  • The many hazards of tailing pond include dam-break, Overtopping, landslides, leakage and so on. I use preliminary hazard analysis to analysis prior to their risk of a grade. In this paper, their trigger causes are discussed in detail.
    把尾矿库的诸多危险源包括溃坝、漫顶、滑坡、渗漏等运用预先危险性分析法对它们的危险性进行分级,并且对它们的触发原因进行详细的论述。
  • Numerical model study on break development due to overtopping failure for earth-rock dam
    土石坝漫顶破坏溃口发展数值模型研究