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breakwaters相关的网络例句

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与 breakwaters 相关的网络例句 [注:此内容来源于网络,仅供参考]

Two typical examples namely expanded breakwaters and circularchannel are studied to validate the model.

对每一个算例,首先采用解析的方法构造了普通正交网格系统和正交保角网格系统进行计算。

Many researchers have investigated the interaction of water waves with Jarlan-type perforated wall breakwaters. But, due to the complexity of this problem, the previous studies are still not sufficient.

已经有许多学者对波浪与开孔墙式防波堤的相互作用进行了研究,但是,开孔墙式防波堤的消浪机理十分复杂,这其中仍存在大量亟需解决的问题。

The total length is 9,130 m (including the yacht port, breakwaters, boat restaurant and so on ).

总长度约9,130m(含游艇港、防波堤、船餐厅等部分)。

The control load of determining the reliability of breakwaters is the breaking wave force on it. The research on breaking wave is the main task of the relation between waves and buildings.

破碎波对防波堤的作用力是确定防波堤安全可靠度的控制荷载,对破碎波作用力的研究一直是波浪与建筑物相互作用的重要课题。

However, the hydrodynamic characteristics , the mechanism of the interaction between waterwaves and semi-circular breakwaters have not been studied in details, as well as thenumerical model.

半圆型防波堤是一种具有很好的推广应用前景的新型防波堤结构,自从在天津港工程和长江口深水航道治理工程中得到应用后,我国已经在设计和施工中积累了丰富的经验,但对这种新型防波堤的水动力学特性、波浪与半圆型防波堤相互作用的力学机制以及相应的数值模拟方法还缺乏系统的研究。

On the contrary, there havn't much change for pressure decreasing on the toe of breakwaters.

波力与力矩之消减率随著相对波高的增大而增加,在本文实验条件下,堤前为冲击波作用下其消减率分别可达37.4%及34.4%。

Waves propagating over various layouts of permeable submerged breakwaters were investigated in this research.

本研究探讨波浪通过不同排列方式之多列潜堤时其波场之特性。

In this paper, the influences of wave obliquity and multi-directiona lity on wave forces a cting on vertical breakwaters are investigated by a 3-D hydraulic model test and the numerical simulation.

本文的三维物理模型试验在大连理工大学海岸与近海工程国家重点实验室的综合水池中进行。

The paper goes on further research about the experimental ice forces on semi-circular breakwaters which is made by State Key Laboratory of Coastal and Offshore Engineering of Dalian University of Technology, based on which it analyzes the strengthened measure about steady and stress distribution, which are the questions paid close attention to in actual design application.

论文针对大连理工大学海岸和近海工程国家重点实验室所做的半圆型构件冰压力物理模拟试验进行进一步的研究,在此基础上分析了水平冰力作用下的半圆型防波堤在实际设计应用中关注的问题——稳定加固措施和应力分布,并且讨论了适合承受冰力作用的新型防波堤结构型式。

In the traditional design method of breakwaters, breaking wave pressure whichapply to stability checking computations is considered as a static force, and dynamiccharacteristics of breaking wave and breakwater motion are neglected.

传统的防波堤设计中用于稳定性验算的近破波波浪力荷载均是按照静力荷载进行考虑的,没有考虑破碎波和防波堤运动的动力特性。

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