黄河口邻近海域无潮点的确定

早在30年代小仓申吉便发现渤海存在两个半日潮(M₂)无潮点,并用等高线法作出了同潮图.50多年来,秦皇岛附近的无潮点位置基本确定,而黄河口邻近海域的无潮点位置不大确定,自1980年以来,许多学者[1-5]先后对渤海潮波进行数值计算,在得出各自的潮波图中,反映了作者们对无潮点位置的判断,当时由于黄河口邻近海域的实测水位资料少,无法判断哪种图更符合实际情况,而只是一种推测.近年来,国家海洋局北海分局在黄河口五号桩海港码头轴线上,放置几台水位计进行水位观测,获取了一个月的同步观测资料,经分析确定M₂无潮点的位置在03号站的东南方约2km处[6].     

Sea ice characteristics between the middle Weddell Sea and the Prydz Bay, Antarctica during the austral summer of 2003

The antarctic sea ice was investigated upon five occasions between January 4 and February 15, 2003. The investigations included: (1) estimation of sea ice distribution by ship-based observations between the middle Weddell Sea and the Prydz Bay; (2) estimation of sea ice distribution by aerial photography in the Prydz Bay; (3) direct measurements of fast ice thickness and snow cover, as well as ice core sampling in Nella Fjord; (4) estimation of melting sea ice distribution near the Zhongshan Station; and (5) observation of sea ice early freeze near the Zhongshan Station. On average, sea ice covered 14.4% of the study area. The highest sea ice concentration (80%) was observed in the Weddell Sea. First-year ice was dominant (99.7%-99.8%). Sea ice distributions in the Prydz Bay were more variable due to complex inshore topography, proximity of the Larsemann Hills, and/or grounded icebergs. The average thickness of landfast ice in NeUa Fjord was 169.5 cm. Wind-blown snow redistribution plays an important role in affecting the ice thickness in Nella Fjord. Preliminary freezing of sea ice near the Zhongshan Station follows the first two phases of the pancake cycle.     

陆架边缘的多波束测量

大陆架边缘和大陆坡的水深变化较快，在中国东海陆架边缘水深从100m左右快速地变化到陆坡的几千米。从系统的测程和精度考虑，在陆架边缘和陆坡区同时使用浅水型和深水型多波束系统进行测量是一种合理的作业模式。深、浅水多波束系统在i作频率、发射更新率、信号取样率以及波束宽度上都有较大的不同，这些因素直接影响到海底地形测量成果。对用Simrad EM950浅水型多波束系统和SeaBeam2112深水型多波束系统在同一陆架边缘的测量结果进行了比较。     

南海潮汐数值预报及其在海道测量中的应用

以协振潮波二维铅直平均运动方程为南海海域潮波运动的物理模式，用ADI方法进行差分求解，对该海域进行潮汐数值预报，并应用于海道测量。经实测数据对比，此方法不但可行，而且精度远高于一次或三次24h潮汐预报的方法。     

合浦珠母贝敌害生物嵌线螺的生物防治初探

从海南岛三亚海区11种常见的肉食性腹足类中，筛选出2种能捕食嵌线螺Cymatium但不危害合浦珠母贝Pinctada martensii的物种；织锦芋螺Conus textile和方斑东风螺Bab-ylonia areolata。将这2种腹足类作为嵌线螺的生物防治物种，对防止嵌线螺危害合浦珠母贝具有良好作用，但在珍珠贝养殖生产中将织锦芋螺作为嵌线螺的生物防治物种时，需要解决防逃问题，若将方斑东风螺作为嵌线螺生物防治物种，则需解决其生存的饵料问题。     

点带石斑鱼人工育苗技术

通过58批次的人工育苗试验，总结点带石斑鱼人工育苗技术；阐述了育苗池、育苗的环境条件、鱼苗不同生长阶段的饵料及投喂方法、育苗水质管理及生产中的操作方法等；讨论了如何解决开口饵料问题和出现3个危险期的原因等。     

沃克环流上升区赤道低空强西风带的分析

采用ＴＯＧＡ／ＣＯＡＲＥ国际合作考察期间（１９９２年１０月─１９９３年２月）获得的２６７次定点（２°Ｓ，１５５°Ｅ）定时高空大气探测资料，进行计算分析，发现１９９２年１２月─１９９３年２月低空存在一支西风急流，有两次分别持续半月之久，而１９９２年１１月的两次赤道西风急流，因无赤道高空急流配合，仅持续２ｄ便消失。本文还指出：（１）赤道低空西风急流是各种海－气指数产生ＥＮＳＯ异常的重要信息；（２）赤道高空急流有滞后赤道低空急流２ｄ左右的响应关系；（３）赤道低空急流是纬向水汽输送的狭窄通道。     

地形和流同时影响下波向线的数值计算

本文提出一种同时考虑地形和均匀流影响的波向线数值解法及其具体的计算步骤。作为例子，对一种理想的简单地形作了数值计算并绘出波向线图．计算结果表明．流对波浪折射有明显的作用。     

组合式水声换能器辐射面波节线的计算与分析

对于组合式纵振压电水声换能器，当采取增加它的辐射面积、减小辐射盖板的厚度和降低机械Q值等方法来提高它的辐射功率并展宽其工作频带时，实验观测到换能器的辐射面不再作纯等幅纵振动，而耦合有弯曲振动。因此存在节线区域，它们一般呈圆线状，     

Numerical Study on Instantaneous Discharge of Unsorted Particle Cloud in Cross Flow

The mixing characteristics of particles such as dredged sediment of variable size discharged into cross flow are studied by a 3D numerical model, which is developed to model the particle-fluid two-phase flow. The Eulerian method with the modified k-ε parameterization of turbulence for the fluid phase is used to solve fluid phase, while a Lagrangian method for the solid phase (particles), both the processes are coupled through the momentum sources. In the model the wake turbulence induced by particles has been included as additional source term in the k-ε model; and the variable drift velocities of the particles are treated efficiently by the Lagrangian method in which the particles are tracked explicitly and the diffusion process is approximated by a random walk model. The hydrodynamic behavior of dumping a cloud of particles is governed by the total buoyancy of the cloud, the drag force on each particle and the velocity of cross-flow. The computed results show a roughly linear relationship between the displacement of the frontal position and the longitudinal width of the particle cloud. The particle size in the cloud and the velocity of cross flow dominate the flow behavior. The computed results are compared with the results of laboratory experiments and satisfactory agreement is obtained.