中国南海东部海域气候特征及风浪流极值参数的研究——LAGFD数值模式群的应用

本文采用先进的ＬＡＧＦＤ风、浪数值模式和ＰＯＭ（ＰｒｉｎｃｅｔｏｎＯｃｅａｎＭｏｄｅｌ）三维海流模式对自１９４５～１９９５年间发生并影响南海东部海域的２９９个历史最强热带气旋过程进行数值后报,给出了南海东部部分海域（１９°～２３°Ｎ,１１３°～１１８°Ｅ）中１０００ｍ等深线内６０个点的多年一遇风、浪、流和水位极值,并简要分析了南海东部（１５°～２７°Ｎ,１０８°～１２２°Ｅ）的气候特征,为该海域区域性海洋环境研究与工程开发提供了基础参考数据。     

清水沟北汊流路入海泥沙对东营港影响的数值分析

本文用平面二维潮流泥沙数学模型,模拟了清水沟流路北汊入海口海域的潮流泥沙扩散和河口淤积延伸方向等问题。在此基础上从流速场分布,泥沙扩散浓度分布及淤积厚度零米线的范围及河口淤积延伸方向等方面探讨了入海泥沙对东营港的影响。结论认为如果按此口门入海,入海泥沙不会对黄河海港产生直接淤积影响。     

大型泊位设计中的水流问题——以宝钢马迹山港为例

本文以宝钢马迹山２５万吨级矿石中转港码头设计中所遇到的水流问题为例,通过对研究水域的水流性质以及泊位、船舶、水流三者之间关系的初步分析,认为水流尽管与风、浪一样不致船舶结构破坏,但一定时段内却可能对其靠泊造成困难,而水流作用于系泊中船舶并传递给码头结构物的荷载,以及水流与波浪相互作用使得波流要素改变则是设计中必需考虑的。最后,作者对港口设计和运作提出建议,以期相类似水深流急地区建设大型泊位时能有所借鉴。     

大气环境污染优化控制的实际问题

讨论了大气环境污染优化控制理论和应用中的几个实际问题以及可以采用的一些分析和解决实际问题的方法,包括系统化分析方法、数据库的设计与实现、实用空气质量模式、优化控制问题的数学描述和求解、污染物方程及其伴随方程的线形规划求解等,同时给出了在大气环境容量规划和总量控制研究中的实现步骤。     

太湖梅梁湾三维水动力学的研究──Ⅰ.模型的建立及结果分析

建立了一个太湖梅梁湾三线水动力学模型,模拟了框架湾的水平及垂直流场分布。结果表明：（1）表面流场与风向一致,而底层流场与表面流场的方向完全相反,表现为很明显的补偿流;（2）水平流速基本上自表层向下递减,过渡层的流速比表层和底层小;（3）在风场的作用下可产生垂直环流系统,其中在东南风的作用下产生逆时针的垂直环流（由南向北看）,而在西北风的作用下产生顺时针垂直环流;（4）垂直速度自岸边向湖中心递减,其量级远小于水平流速。     

太湖梅梁湾三维水动力学模型的研究 Ⅱ.营养盐随三维湖流的扩散规律

建立了太湖梁梁湾三维营养盐浓度扩散模型,研究了三维潮流的作用下,营养盐随风场的扩散情况。结果表明：（１）当梁溪河和闾江口两个污染源同时存在时,西北风最有利于营养盐浓度的扩散,顺着风向形成了一条西北－东南走向的污染带;而东南风却最不利于营养盐浓度的扩散,使得污染范围仅局限于污染附近。     

中国近海浮游介形类大尺度生态研究Ⅱ.浮游介形类与水系的相关研究

中国近海均不同程度地受控于黑潮,此外,对马暖流、黄海暖流、黄海混合水、台湾暖流、粤东沿岸流、闽渐沿岸流、南海暖流以及大陆径流也是左右海洋环境变异的主要因素,尽管后者各流系的影响往往表现出明显的区域性质,但其影响力有时是强大的,并成为介形类分布的主要制约因素。本文着重阐明相关性明确的夏、冬两季各流系对浮游介形类的调控作用。     

Numerical studies of upwelling in coastalareas of the East China Sea——Ⅰ The tide-induced upwelling

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Influence of Bottom Stress on the Two-layer Flow Induced by Gravity Currents in Estuaries

Baroclinic circulation in highly stratified and partially stratified estuaries is characterised by a two-layer flow: a bottom salt- water inflow and a surface brackish-water outflow. Tidal period variation of the thicknesses of a two-layer flow is observed to be associated with mixing, bottom stress and hydraulic characteristics of superposed tidal and gravity currents. Here, both analytical two-layer hydraulic equations with weak friction and a numerical model including a turbulence closure were utilised to understand the mechanism of the layer tendency within a two-layer flow under different barotropic flow conditions. It has been found that in the weak bottom friction case, a gravity current has two critical solutions at the layer thickness equal to 0·5Hand 0·292H. The layer thickness towards a particular critical solution is dependent on the sign of the bottom stress, i.e. when the bottom stress is opposite (favor) to the bottom gravity current, its layer thickness converges to 0·5H(0·292H). In the case of strong bottom stress and mixing opposing the gravity current, the solutions of the gravity current layer thickness at 0·5Hand 0·292Hwill not be valid. Both mixing and vorticity produced by bottom stress erode the halocline, and produce a high velocity core in the mid-depth, which leads to the thickness of a bottom gravity current greater than 0·5H. These internal hydraulic tendency and mixing processes, varying with time-dependent barotropic tidal current forcing, determine the tidal period variation of the gravity current structure.     

An analysis of horizontal dispersion due to the drift current with an Ekman layer

An analytical method for describing horizontal matter dispersion in shear currents is presented using a tensor expression from the point of view that matter dispersion due to the shear effect should be one of the principal mixing dilution processes. Although the behavior of horizontal dispersion is considerably more complicated than common longitudinal dispersion, the present study elucidates the vertical structure of dispersion and the dispersing process from the initial to the stationary stage, besides the usual depth-averaged dispersion coefficient at the stationary stage. As one of the typical applications of horizontal dispersion, dispersion due to the pure drift current with an Ekman layer is examined theoretically using the present method. This examination reveals that the displacement of the centroid and the major axis of dispersion are twisted in the vertical direction more than the direction of the current vector forming the Ekman spiral; that the variance increases in proportion to the third power of the elapsed time; and that the dispersion coefficient at the stationary stage remains constant, independent of the depth normalized by an Ekman layer thickness. Such dependence of the dispersion coefficient in the steady current is shown to be different from that in the oscillatory current, which is inversely proportional to the depth normalized by a Stokes layer thickness. This is considered to be induced by the difference of the vertical profiles of the first order moment in both currents, that is, the shear region of the first order moment is restricted around the floor by the alternation of the current shear in the oscillatory current while it is diffused in the whole depth in the steady current.