“数字海底”系统建模中的关键技术研究

基于“数字海底”系统的理论基础研究和在海底科学应用中的具体实践,提出了“数字海底”的涵义、系统组成和体系结构,对空间数据管理技术、基于XML的WebGIS空间数据表达技术、复杂海底三维建模技术、多源信息的一体化集成显示技术、虚拟现实技术等“数字海底”系统建模中的关键技术进行了探讨,为从事海底资源研究和开发的人员提供各个层次的参考或帮助.     

冲绳海槽北部西坡的古三角洲沉积

自20世纪70年代我国开展东海海洋地质调査以来,在海底经常能发现河流、河口沉积物以及与水道相似的负地形、称为古河道、古三角洲或古河口等(李全兴,1990；金翔龙,1992；石斯器等,1989；秦蕴珊等、1987)第四纪气候频繁波动，造成陆架上尤其是外陆架上陆相地层与海相地层频繁交替,因此有不同时期的古三角洲和古河道保留,沉溺的古河道在我国陆架海底的不少地区均有发现。由于海底沉积作用的不均衡性,埋藏较浅的沉溺河谷从地形特征上依稀可辨,埋藏较深的在海底表面则渺无踪迹,只有借助于高分辦率的地球物理测量,才能发现其踪迹。 晚更新世末期，长江、黄河是否流经东海陆架区进入冲绳海槽,虽有不少作者论述,但终因缺少系统的实测资料而未取得共识。长江、黄河在历史上每年向大海输入巨量泥沙,加快了海淤积和推进速度,但古长江三角洲也应该是体积大、构造特征明显的大型堆积体,然而至今尚未有这方面的报道。 作者对冲绳海槽北部进行大面积高分辨率浅地层剖面分析中,发现在陆架外缘坡折线附近,近海底表面处存在大面积斜层理三角洲沉积结构,这为晚更新世末期以来自我国的大河(黄河/长江)从冲绳海槽入海提供了新的证据。     

罗非鱼、南美白对虾对重金属富集的研究

对广东省养殖的罗非鱼Oreochromis niloticus及南美白对虾Litopeneaus vannamei体内Pb、Cd、Hg、As 4种重金属富集及分布状况进行研究。比较了不同规格罗非鱼及南美白对虾体内重金属差异。分析重金属在罗非鱼及南美白对虾不同部位的分布状况。结果表明,罗非鱼及南美白对虾体内Pb、Cd、Hg、As均有不同程度的检出,但含量均低于国家限定标准(NY5125-2002);其中Pb的含量最高,罗非鱼和南美白对虾体内Pb含量最高值分别为限量的39.32%和42.18%;重金属含量因其规格大小及部位而异,趋势为大规格样品重金属含量相对较高,重金属含量在罗非鱼及南美白对虾体内的增长情况与其体重具有正相关性;罗非鱼内脏重金属含量明显高于肌肉组织,虾头为虾重金属富集的主要部位。     

东亚海区的海岸带综合管理经验:从地方性示范到区域性合作

本文阐述了东亚海区海岸带综合管理实践如何从地方性的示范发展到区域性的合作管理框架，如何实现海洋和海岸带资源的可持续利用．文中着重突出了厦门市政府在维持环境保护和经济发展的平衡，启动和实施海岸带综合管理，以及与沿海国在国际合作方面的经验，总结了厦门实施海岸带综合管理的主要经验，包括多部门间综合协调机制、海岸带综合管理法律框架、科技支撑体系的建立，海洋功能区划、环境剖面和战略环境管理计划的制定，以及实现海上联合执法等等．同时阐述了东亚海域环境管理区域合作计划（PEMSEA）与澳大利亚合作伙伴之间的关系在推动沿海城市的国际合作中将起到的作用．     

Calibration of LRFD Format for Steel Jacket Offshore Platforms in China Offshore Area （ 1 ） ： Statistical Parameters of Loads and Resistances

1 .IntroductionThe structural design method has evolvedfromthe workingstress method,damage stage methodtolimit state method.The more recent probabilisticlimit state design method,whichis based onreliabili-tytheory,has beengenerallyacceptedinthe designcode…     

Optimization Mathematical Model of Pile Forces for Offshore Piled Breasting Dolphins

An optimization mathematical model of the pile forces for piled breasting dolphins in the open sea under various loading conditions is presented. The optimum layout with the well distributed pile forces and the least number of piles is achieved by the multiplier penalty function method. Several engineering cases have been calculated and compared with the result of the conventional design method. It is shown that the number of piles can be reduced at least by 10%—20% and the piles‘ bearing state is improved greatly.     

南海北部含油气构造上方化探异常研究

在南海北部利用地球化学方法作为油气勘探的一种辅助手段。在6个航次中采集了沉积物、底层海水及海面大气样品，测定了近50种化探指标，并采用稳健统计方法进行了数据处理和异常圈定。化探结果在油气藏上方发现了清晰的、具不同指标组合的综合化探异常，与邻近空构造形成鲜明的对照。圈闭顶部的块状异常和圈闭周绿的环状、半环状异常是下伏油气藏的良好指示，而剖面上呈锯齿状、平面上呈线状的异常则与断裂带有关。实践表明，建立已知油气藏上方的化探异常模式及解剖已知空构造上方的地球化学特征对于指导本区或邻区的化探异常评价是十分必要的。     

Embryonic and larval development of Babylonia formosae habei (Altena and Gittenberger, 1981) (Gastropoda:Buccinidae) on China''''s coast

The development of embryos and larvae of Babylonia formosae habei living along the southeast coast of China is observed under laboratory conditions. The egg masses are laid by females on hard substrate at night and each capsule contains 100-500 eggs. Each egg is 250-280 mm in diameter. The first two cleavages of the embryo are meridional and equal, and a polar lobe is produced. Larval kidney, which only consists of a single cell, appears during the gastrula stage on each side of the embryo. The right tentacle develops prior to the left one. At 25-27℃, an intracapsulate veliger stage is reached about 4.5 d after deposition. The larvae hatch on the fifth day as swimming veligers with a shell length of 360 -500 mm. The newly hatched larva can ingest suspended algal cells from the water column and remains in the pelagic stage for 8-10 d. The newly settled juveniles are 900-1 200 mm in shell length.     

A Compact Explicit Difference Scheme of High Accuracy for Extended Boussinesq Equations

Presented here is a compact explicit difference scheme of high accuracy for solving the extended Boussinesq equations.For time discretization,a three-stage explicit Runge-Kutta method with TVD property is used at predicting stage,a cubic spline function is adopted at correcting stage,which made the time discretization accuracy up to fourth order;For spatial discretization,a three-point explicit compact difference scheme with arbitrary order accuracy is employed.The extended Boussinesq equations derived by Beji and Nadaoka are solved by the proposed scheme.The numerical results agree well with the experimental data.At the same time,the comparisons of the two numerical results between the present scheme and low accuracy difference method are made,which further show the necessity of using high accuracy scheme to solve the extended Boussinesq equations.As a valid sample,the wave propagation on the rectangular step is formulated by the present scheme,the modelled results are in better agreement with the experimental data than those of Kittitanasuan.     

The Working Mechanism and An Analytic Method of the Deep Embedded Large Cylinder Structure

The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures.