建立CORS连续运行基准站的探讨

通过对城市CORS测量系统建设的研究,结合当前城市GPS的应用和需求,重点论述了CORS基准站的布设、信号测试、性能测试等关键技术和基本要求,为城市网络RTK的建设提供参考。     

Study on Hydrodynamic Characteristics of Wave Turbulent Bottom Boundary Layer Using A Large-Sized Wave Flume

China Ocean Engineering - Experimental studies were conducted in a super-large wave flume, aiming at uncovering the hydrodynamic characteristics involved in the turbulent wave boundary layer of...     

中国大陆强震前地震活动图像演化特征研究

将1966年以来中国大陆发生的75次6.5级以上地震分为52组, 按华北-东北、 西南、 青藏块体、 新疆不同构造区域, 分别对其6.5级以上强震前4级、 5级以上地震活动图像进行了全时空扫描, 选取震前特征图像, 按构造区域进行分析、 总结, 研究强震前中等地震活动图像演变的基本特征, 及其震前图像演化的共性和差异性。 研究结果表明: 强震前不同级别中等地震活动出现二个阶段异常图像转化具有普适性。 5级地震图像后期在时间和空间上配套出现的4级地震的异常图像, 可能是强震孕育过程中由中期向短期过渡的一种标志。     

应用多台法测定华北地区地壳的平均波速比

将华北地区(N37.7°～41.7°, E114°～120°)按1°×1°分成24个区, 采用单事件多台站观测方法计算了21个区的波速比平均值, 并给出各自的相关系数。 结果显示, 在平面分布上波速比与岩性、 温度、 应变有着一定的联系。 文中还对多台法的二套公式作了进一步研究, 阐述了它们来源的理论差异, 计算结果验证了它们随时间的变化趋势是一致的。 所采用的数据量越大, 两者的计算结果吻合得越好。     

A Mooring System Deployment Design Methodology for Vessels at Varying Water Depths

In this paper, a methodology for designing mooring system deployment for vessels at varying water depths is proposed. The Non-dominated Sorting Genetic Algorithm-II(NSGA-II) is combined with a self-dependently developed vessel-mooring coupled program to find the optimal mooring system deployment considering both station-keeping requirements and the safety of the mooring system. Two case studies are presented to demonstrate the methodology by designing the mooring system deployments for a very large floating structure(VLFS) module and a semi-submersible platform respectively at three different water depths. It can be concluded from the obtained results that the mooring system can achieve a better station-keeping ability with relatively shorter mooring line when deployed in the shallow water. The safety factor of mooring line is mainly dominated by the maximum instantaneous tension increment in the shallow water, while the pre-tension has a decisive influence on the safety factor of the mooring line in the deep water.     

Numerical Modeling of the Undertow Structure and Sandbar Migration in the Surfzone

A process-based 3D numerical model for surfzone hydrodynamics and beach evolution was established. Comparisons between the experimental data and model results proved that the model could effectively describe the hydrodynamics, sediment transport feature and sandbar migration process in the surfzone with satisfactory precision. A series of numerical simulations on the wave breaking and shoaling up to a barred beach were carried out based on the model system. Analyzed from the model results, the wave-induced current system in the surfzone consists of two major processes, which are the phase-averaged undertow caused by wave breaking and the net drift caused by both of the nonlinear wave motion and surface roller effect. When storm waves come to the barred beach, the strong offshore undertow along the beach suppresses the onshore net drift, making the initial sandbar migrate to the seaside. Under the condition of calm wave environment, both the undertow and net drift flow to the shoreline at the offshore side of the sandbar, and then push the initial sandbar to the shoreline. The consideration of surface roller has significant impact on the modeling results of the sandbar migration. As the roller transfer rate increases, the sandbar moves onshore especially under the storm wave condition.