松花江航道整治建筑物防冻防冰措施研究

分析了松花江不同整治建筑物受到的冰破坏部位和冰破坏机理,通过对国内外已有防冰措施与松花江实际应用的防冰措施进行防冰效果比较,提出了适合松花江不同类型整治建筑物采用不同材料、结构和布置形式的防冰措施,并提出了改进方法。     

光电倍增管的结构与性能研究

光电倍增管以其优越的性能,成为高技术测量设备中的首选光传感器。以常规光电倍增管以及两种新型光电倍增管（微通道板光电倍增管和位置灵敏光电倍增管）为例介绍它们各自的结构和工作原理,并在此基础上对其特性进行分析和讨论,展示三代光电倍增管在结构、性能方面的超越。对光电倍增管的发展前景作出了展望。     

基于Ray Tracing理论的海洋信道分析方法

ray tracing理论源于几何光学,将其引入海洋传输信道分析,在约当算法、帐篷定律等算法的支撑下,较好地解决了海洋环境与海洋信道的关系问题,为海上用频装备的合理使用提供了便利条件。     

基于射击通道的火箭助飞鱼雷射击效率分析

射击通道的选择对火箭助飞鱼雷的射击效率有至关重要的影响.通过对不同探测器材特性的分析,建立火箭助飞鱼雷射击的2个通道,重点分析了通道延迟时间的计算方法,并仿真了2种射击通道下火箭助飞鱼雷效率随通道延迟时间和目标速度的变化规律.仿真结果表明,不同射击通道对目标速度的敏感度不同,通道延迟时间对鱼雷射击效率影响较大,该结论对作战使用有一定的指导意义.     

一种分数间隔解相关判决反馈盲均衡算法

针对波特间隔盲均衡算法的缺陷,利用分数间隔盲均衡算法能获得更多更详细的信道信息,判决反馈滤波器能补偿深度谱零点信道畸变所产生的影响,解相关常数模算法能加快收敛速度的优点,提出一种分数间隔解相关判决反馈盲均衡算法(FSDDFE).该算法采用分数间隔加判决反馈的模型结构,在均衡器(前馈滤波器)权系数的调整中,引入了解相关常数模算法,使FSDDFE算法的收敛速度显著加快、均方误差明显减少.水声信道的仿真结果,验证了该算法的有效性能.     

采用减隔震装置的轨道交通槽形梁桥动力性能

从桥梁减隔震的机理出发,以我国正在建设的某轨道交通槽形梁桥为工程背景,采用非线性有限元及车桥耦合振动分析理论,综合研究了轨道交通槽形梁桥采用减隔震装置前后的抗震性能和轨道交通车辆的走行性.研究结果表明,采用减隔震装置可明显改善轨道交通槽形梁桥的抗震性能,并能确保轨道交通车辆日常行车的要求.     

基于同心圆分簇的无线传感器网络路由协议的研究

针对无线传感器网络中LEACH协议的簇头分布不均匀以及不适合远距离传输数据的缺点,提出一种基于同心圆的分簇路由协议(CBCR).CBCR不仅改进选簇方法,而且引入管理节点负责簇头的选举.给出该协议的实现过程,通过与LEACH的比较,证明该协议能有效延长网络存活时间.     

后12.5 m时期长江口航道面临的机遇、挑战与对策*

历时40年研究和13年建设的长江口深水航道治理工程已于2011年5月实现了12.5 m深水航道正式通航,长江口航道体系格局因此发生了历史性变化,跨入了后12.5 m时代.在对长江口航道现状及问题分析的基础上,探讨后12.5 m时期长江口航道可能面临的各种机遇和挑战,并提出相应的治理对策.     

钦州港总体布局规划方案泥沙回淤研究

为研究和分析广西钦州港研究总体规划方案实施后港池及航道泥沙淤积情况,在二维潮流、波浪数学模型研究成果及现场水文测验和底质分析的基础上,利用泥沙冲淤计算公式,采用正常天气及台风天气情况,对造成港池及航道淤积的悬移质和推移质量值分别进行计算和分析,可为后续工程建设中的泥边淤积研究工作提供参考。     

Distributed mass/discrete floe model for pack ice rheology computation

A new model, called the distributed mass/discrete floe model, is proposed for performing practical computations of mesoscale pack ice rheology. This model possesses the advantages of both the continuum and the discrete element models: it can express the discrete nature of pack ice, for which it is difficult to use a continuum model, and requires a much shorter computation time than a discrete element model. The pack ice is divided into ice bunches in which the floes, assumed to be distributed uniformly, are modeled as inelastic disks or rectangles floating on the water. The ice interaction forces are formulated from the relationship between the impulse on the bunch and the variation of momentum in the bunch. The ocean flow is calculated simultaneously with the floe movement using a multilayer model. In a circulating water channel, drift tests of physical model floes were performed in order to investigate the characteristics of their motion and interaction with ocean structure models. Near the structure, the floe motion depends on the floe shape. Disk floes show a lateral motion in front of the structure. They flow out around both sides of the structure and the number of floes in front of the structure decreases with the lapse of time. On the other hand, rectangular floes scarcely flow laterally. The number of floes in front of the structure remains constant over time. These experiments indicate that when the motion of pack ice around a structure is simulated, it is important to consider the floe shape. The disk floe motion and the rectangular floe motion can be regarded as extreme cases of pack ice motion. Actual pack ice motion may be between these two extremes. Computations were carried out using the distributed mass/discrete floe (DMDF) model. Simulation results were compared with the circulating water channel experiment results and sea ice motion in the southern part of the Sea of Okhotsk. The DMDF model predicted the circulating water channel drift test results quite closely. The DMDF model results also compared quite well with the sea ice motion.