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      波浪
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  wave
    on Evaluation of Wave Force Acting on Open Pier Supported on Piles in Deep Water
    深水桩基码头波浪力的计算
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    Calculation and Analysis of Wave Refraction Inside or Outside of Jiao Zhou Bay
    胶州湾内、外波浪折射计算与分析
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    AN APROACH TO THE CALCULATION OF BREAKING WAVE PRESSURE
    关于近破波波浪力计算公式的探讨
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    Study on Wave Problems of Qinhuangdao Coal Terminal Project
    秦皇岛煤码头的波浪问题研究
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    Methods for Filling the Vacancy of Wave Observation in the Study on Deepwater Berth of Shantou Port
    汕头深水港研究中缺测波浪资料的插补方法
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  waves
    Dynamic Response of the Cylindrical Structure and Its Vicinal Seabed Soil Subjected to Ocean Waves
    墩柱结构及其海床土体在波浪作用下的动态响应
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    The Study of 2-d and 3-d Random Waves Acting on a Semicircular Breakwater
    二维与三维随机波浪对半圆型防波堤作用的研究
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    Study on Conf iguration of Irregular Waves in Front of Vertical Wall
    直墙堤前不规则波浪形态特性的研究
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    Statistical analysis of annual ultimate values of waves in the Yellow Sea and the Bohai Sea
    黄、渤海波浪年极值统计分析
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    A mathematical model of wave transformation (PEM) for offshore waves
    近岸海域波浪传播数学模型PEM
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  “波浪”译为未确定词的双语例句
    The calculated first-order response function of motions,motion spectrums and statistical values of surge,heave and pitch motions were compared with the corresponding ones in model test.
    将理论得到的纵荡、垂荡和纵摇运动的一阶运动响应函数、运动谱以及统计值与相应的试验结果进行了比较,试验中浪向角180°,波浪采用西非的极限波浪.
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    Application of numerical flume in pre-design of breakwater
    数字波浪槽在防波堤预设计中的应用
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    Numerical Analysis on the Dynamic Interaction in Structure-Wave-Seabed Coupling System
    结构-波浪-海床动力相互作用系统的数值模拟
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    Study on the mechanism of instability and failure of this kind of structure is an unsolved topic and a research full of challenge in the field of numerical analysis.
    对于这类系统的稳定性研究以及其失稳破坏机理的探究,一直是工程界悬而未决的课题,也是结构—波浪—海床相互作用数值仿真分析中极具挑战性的研究。
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    By calculation, the possible shear failure plane is depicted.
    接着通过计算勾划了波浪荷载作用下可能的剪切破坏面。
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  wave
       As applications, the wave equation on?+ × ?+ and the heat equation in a semi-infinite rod are considered in detail.
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       Pointwise fourier inversion: A wave equation approach
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       Functions of the Laplace operator F(- Δ) can be synthesized from the solution operator to the wave equation.
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       In some cases, including analysis on Euclidean space, sphers, hyperbolic space, and certain other symmetric spaces, exact formulas for fundamental solutions to wave equations are available.
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       For the analogs of the heat and wave equation, we give algorithms for approximating the solution, and display the results of implementing these algorithms.
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  waves
       We consider Synthetic Aperture Radar (SAR) in which backscattered waves are
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       Finite traveling waves for a reaction-diffusion system with N(≥3) Components
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       In this paper, the existence of finite traveling waves (FTWs) for the reaction-diffusion system 1 0,i = 1,2,..,N,N \geqslant 3$$
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       On studying traveling waves on a nonlinearly suspended bridge, the following partial differential equation has been considered: uu+uxxxx+f(u)=0, where f(u)=u+-1.
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       This paper considers the generalized KdV equation with or without natural boundary conditions and provides a parameter region for solitons and solitary waves, and also modifies a result of Zabusky's.
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         In this paper we described and discussed the experimental results of two new types of concrete armor units which were created and studied by us to meet the practical needs of harbor construction and shore protection engineering in our country. One of them, the wing type of armor, is principally applicable to breakwaters, and the other, the frog type of armor, to shore protection engineering. Model exper- iments indicated that the wave-resisting characteristics of both types of armor are superior, their tech...
            本文介绍了研究创制的两种混凝土护面新块体。其中“翼型”块体主要适用于防波堤,“蛙式”块体主要适用于防浪护岸工程。试验表明,块体的抗浪性能优越,技术指标先进,可供实际工程应用。本文兼用图表及公式对块体的形态、特征指标以及波浪在堤坡上的爬高,逐项加以说明,并绘制了块体设计曲线,便于工程实用。“翼型”块体已在我国援外工程某港防波堤的设计方案中实际采用。
文摘来源
         At present the super-depth ⊿h due to motion of moored ships produced by waves action is usually estimates at 0.5H, where H is the wave height in front of the quay for mooring. This may be feasible for short period waves, but it is slightly insufficient for longer period waves.
            目前,在估算码头前因波浪作用引起船舶运动所增加的超深值⊿h时,多采用0.5H(H为码头前的波高),根据某港试验发现,对于周期短的波浪,该标准尚属可行,而对较长周期波浪,该标准似略偏低.本文结合一定条件的试验和国外资料指出,该超深值⊿h宜通过计算确定.
文摘来源
         In practice, how to determine the stability and wave dissipating effect of rubble-mound breakwater under wave action is a very important problem. In our test, we not only considered the general factors, such as wave hieght, wave length, water depth at the breakwater toe, breakwater slope, which were usually considered by other researchers, but also consider the effect of the vertical distance from stillwater level to breakwater crest and the width of breakwater. The results can be used to calculate the stab...
            波浪作用下抛石堤的稳定及消浪效果的确定是生产上迫切需要解决的问题。我们进行的试验,除通常所考虑的波高、波长、堤前水深和堤坡坡度等因素外,还考虑了静水位到堤顶的高度及堤顶宽度的影响,所得结果可用于出水堤(包括越浪与不越浪)和潜堤的稳定及消浪计算。
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