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浪效果
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  wave absorbing effect
     Analysis and Discussion of Wave Absorbing Effect of Open Piled Quay
     桩基透空堤的消浪效果分析与探讨
短句来源
     The paper,based on the model test results,presents an analysis of the wave absorbing effect and behavior of an open piled quay with wave panels fixed to one side of the quay,and gives also the authors' comments and recommendations on the application of the equations given in specification for design and construction of breakwaters. 
     文章根据模型试验结果,分析了单侧挡浪板结构桩基透空堤的消浪效果与特征,并对《防波堤设计与施工规范》JTJ298-98公式的应用提出了看法和建议。
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  “浪效果”译为未确定词的双语例句
     Twin-plate breakwater is certainly effective in wave-dissipating performance according to the transmission coefficient less than 0.5(for irregular waves):For effluent dike:· relative spacing s/d =0.36, relative water depth (d/L)= 0.21 ~0.33, wave steepness (H/L) =0.02~0.06, relative plate width (B/L)>0.31;
     以波浪透射系数小于0.5下为标准,双层水平板型防波堤结构在下述条件下可以达到此消浪效果(不规则波情况下): 对于出水堤:当相对板间距s/d=0.36,相对水深d/L=0.21~0.33,波陡H/L=0.02~0.06,相对板宽B/L≥0.31;
短句来源
     Wave Conditions in Harbour Basin No.2 and Experimental Study on Wave Dissipation Result at Berths No.205 and No.206 in Jinzhou Port
     锦州港第二港池港内波况及205~#、206~#泊位消浪效果试验研究
短句来源
     Though compare numerical calculate with physical experiment, the mode has good precision for simple perforated caisson breakwater numerical simulation, may apply in its wave-damping effectiveness computation and research.
     通过数值水槽计算结果与物理模型实验结果的对比,该方法对于简单开孔沉箱防波堤在线性和非线性波浪作用下的波浪波况和波压力的数值计算具有较好的精度,可应用于开孔沉箱防波堤消浪效果的计算和研究。
短句来源
     Experimental Study of Wave Dissipating Effect of Offshore Submerged Dikes with Different Structures
     不同结构离岸式潜堤消浪效果试验研究
短句来源
     Study on the Effect of Wave Decay for Roughening Sloping Dikes
     斜坡堤加糙插砌条石护面消浪效果试验研究
短句来源
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  相似匹配句对
     The Experiment of Applying Potassium on Potato in Zhuanglang Country
     庄县马铃薯施钾肥的效果
短句来源
     What about the effect?
     效果如何?
短句来源
     The result is good.
     效果是好的.
短句来源
     Building Experience of Mirror Effect of Concrete Wave Wall
     混凝土防墙表面镜面效果施工
短句来源
     The Canglang Complex
     沧情结
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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 stability...

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 stability and wave transmission of breakwater, with crest elevation above the S. W. L. (including overtopping and unovertopping) and under the S. W. L. (Submerged breakwater).

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。

It was a new attempt to put a core wall which sit in rubble mound break- water to get good effect of wave attenuation and stop silt and sand from entering a part. In this paper, the comparison of the effect of wave attenuation between the breakwater with a core wall and no core wall which sit in the rubble mound breakwater were given through the testing research, and some qualita- tve and quantitative results were given also. These results will be useful for further testing research and designs on the breakwater....

It was a new attempt to put a core wall which sit in rubble mound break- water to get good effect of wave attenuation and stop silt and sand from entering a part. In this paper, the comparison of the effect of wave attenuation between the breakwater with a core wall and no core wall which sit in the rubble mound breakwater were given through the testing research, and some qualita- tve and quantitative results were given also. These results will be useful for further testing research and designs on the breakwater.

在斜坡堤内设置刚性混凝土心墙板,是增加消浪效果和防止泥沙进入港内的一种新尝试。通过对含心墙板和不含心墙板两种斜坡提的试验研究,本文给出了它们消浪效果的比较。通过比较,得到了一些定性和定量结果。这些结果对今后继续进行类似研究和防波堤的设计会起到一定作用。

Based on many model tests, certain problems concerning a L-shaped crown wall with a wave-deflecting mouth on the sloping breakwater are summarized in this paper. The mechanism and effect of wave-deflecting mouth are fully explained Based upon the test data, statistical method is used to deduce an experimental formula to determine the dimension of wave-deflecting mouth.

本文通过室内试验,对砌石护面斜坡堤上直立式防浪胸墙墙顶设置挑浪嘴的挑浪效应进行了探讨。文中研究了挑浪嘴尺寸、墙顶超高与挑浪效果的关系;挑浪嘴引起的波压力变化及其对胸墙稳定的影响等,并根据实测数据,经统计分析,得出了它们之间的经验关系式,可供设计挑浪嘴的尺度时作参考。

 
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