Through wave model tests, the feasibility and reasonability of embankment design were verified and optimized.
通过波浪模型试验，验证了围堤设计方案的可行性和合理性，并对设计断面进行了优化。
The reason lies in different wave modeling methods as well as analytic methods of wave forces during wave model tests.
造成这种差异的主要原因是由于物理模型试验中波浪的模拟方法以及波浪力资料分析方法的不同所造成的。
On such a basis, irregular wave model tests under different slopes are also carried out, and a conversion relation between wave forces on a vertical wall of different slopes.
在规则波试验的基础上，本文进行了不同坡度的不规则波模型试验，并给出了不同斜坡直墙波浪力之间的转换关系。
The feasibility and effective of the multi-radial mid-value filtering have been verified through some model data tests and suppressing the surface wave in the practical pre-stack seismic data.
通过模型资料测试，以及近地表反射地震实例叠前资料面波压制试处理研究工作，验证了多线束径向中值滤波方法的可行性和实用性。
The wave state in front of vertical walls was studied by model tests of irregular waves in shallow water.
通过浅水不规则波模型试验，研究了直立墙前的波浪型态。
Therefore, based on bore model and wave tests on slope of 1/45, 1/30 or 1/15, relationships between breaker coefficient and breaker type could be studied.
本论文通过底坡度为1／45、1／30和1／15三种坡形的物理模型试验结合涌模型理论，找到破碎系数和破碎类型参数之间的经验关系。
Based on model tests, the effect of the berm width and elevation of composite slope on irregular wave run-up is analyzed.
通过物理模型试验研究陡墙式海堤复坡平台高程和宽度对波浪爬高的影响。
The theory of traveling wave transmission for CT and VT is analyzed in the paper. The model with distributed parameters has been set up and verified by EMTP simulation tests.
针对传统互感器行波传输观点与现场实际测试结果的不一致的问题，分析了互感器线圈中波过程理论，提出并用EMTP软件仿真分析了互感器分布式参数模型。
The movable-bed wave sediment transport model tests were used to study the sediment transport conditions for 3 design schemes of the Rizhao sailing harbor.
通过动床波浪输沙模型试验，研究了日照帆船港3种设计方案的泥沙运移情况。
The theory of traveling wave transmission is analyzed in the paper. The model with distributed parameters has been set up and verified by EMTP simulation tests.
本文首先对行波传输理论进行了分析，借鉴变压器波过程的理论，建立了互感器分布式参数模型，并利用EMTP仿真软件对模型进行了仿真分析。
Model tests were carried out on the stability of a new type concrete block revetment under regular and irregular waves in a wave flume.
针对一种新型的混凝土护面砌块，分别采用规则波和不规则波进行波浪水槽试验。
According to the results of model tests in a regular beam wave, the motion stability, the time history of the motion and the amplitude-frequency response of the parametric roll are investigated.
相据在规则横浪中的船模试验结果，研究了参激横摇运动的稳定性、时间经历和幅频响应，还讨论了横摇阻尼、初稳心高度和波浪等因素对参激横摇运动的影响。
This paper describes an application of the real time processing system data for model tests of wave-current force acting on pile. A Chinabuilt DJS-051 microcomputer is used in this system.
本文提出了用051微机系统，实时处理单直桩在规则波和水流共同作用下的波、流力测试数据。
The physical model tests were carried out in the wave tank for suspension material test at the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology.
试验是在大连理工大学海岸和近海工程国家重点实验室的浑水水槽中进行的；
The physical model tests were carried out in the wave tank for suspension material test at the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology.
试验是在大连理工大学海岸和近海工程国家重点实验室的浑水水槽中进行的；
应用推荐