地学在加拿大近海渔业生产和管理中的作用

地学在近海渔业管理中的应用虽是个刚刚兴起的研究领域，但已向人们展示了它令人振奋的成果。通过分析地学成果的获取、表达及地球物理技术的进展情况，介绍了加拿大地学专家如何成功地将地学成果应用于指导近海渔业捕捞，以及如何利用地学知识评价不同捕捞器材对环境的影响。     

地球信息科学的研究与发展

信息时代的召唤,地球信息科学应运而生.经过10a左右的发展,地理信息科学已见雏形.总结了10a来地球信息科学的研究结果,并介绍了地球信息科学的研究内容和发展前景.     

地学研究对海岸带综合治理的部分贡献

地学是地质学、地球物理学和自然地理学的专称。运用地学手段对海岸带进行综合治理（ICZM）是当前海岸带持续开发战略面临的一项重要任务。“可持续”发展意思就是在保护环境的前提下对海岸地区及其资源进行管理，并要把它当成一个长期的具体任务来完成。要想进行ICZM必须要有广博的知识，需要了解海洋和海岸岩石的成因和特征、沉积物和地形的特征，还要了解天气和气候、海洋水体以及海洋中包含的生物等。海岸体系这些组成部分的基本地学知识是ICZM得以实施的基础，因为地学可以帮助明确再生和非再生资源以及它们对经济发展的潜在作用，从人类健康、安全和生物环境保护这两个方面弄清和确定经济发展已经和将要对环境产生的影响，特别从人类健康和工程风险这些方面弄清和确定发展过程中会有哪些限制因素和灾害；通过环境基本条件和监控变化来区分自然环境变化和人类活动导致的变化等。     

《海藻遗传学》书评

海藻遗传学是研究海藻遗传和变异的遗传学分支，是海藻种质改良的理论基础。第一部藻类遗传学专著《The Genetics of Algae》是1976年出版的，主编是美国藻类学家R．A．Lewin先生，此后没有这方面的专著出版。这本由中国海洋大学张学成教授、中国科学院海洋研究所秦松研究员、上海水产大学马家海教授、江苏省海洋水产研究所许璞研究员等编著的《海藻遗传学》是我国在该领域的首部专著，     

应用坡折带理论指导黄海陆相湖盆油气勘探

坡折带可分为构造坡折带、沉积坡折带、侵蚀坡折带，而在陆相湖盆沉积中，规模较大的同沉积断裂（系）常构成构造坡折带。构造坡折带不但控制砂岩、砾岩体的发育，而且控制烃源岩发育、油气的运聚方式。在陆相断陷湖盆中，构造坡折带及其控制的低位域砂体发育带与湖侵域优质烃源岩的有效配置部位就是岩性油气的富集带。北黄海盆地发育多个坳陷，地史时期各坳陷经历了多期发育阶段，也必然导致湖盆坡折带的多期发育。分析北黄海盆地构造坡折带类型和各种地质体的分布规律、研究构造坡折带对各种圈闭的控制因素，能够更具体和有效地限定储油砂体的部位及规模，增大发现油气藏的可能性。     

A General Linear Wave Theory for Water Waves Propagating over Uneven Porous Bottoms

Starting from the widespread phenomena of porous bottoms in the near shore region, considering fully the diversity of bottom topography and wave number variation, and including the effect of evanescent modes, a general linear wave theory for water waves propagating over uneven porous bottoms in the near shore region is established by use of Green‘s scond identity. This theory can be reduced to a number of the most typical mild-slope equations curreutly in use and provide a reliable research basis for follow-up development of nonlinear water wave theory involving porous bottoms.     

地学组织面临的新挑战——CCOP专题会议报告

“地学组织面临的新挑战以及对其现状和组织结构的影响”专题会议于 2 0 0 1年 1 0月 2 6日在柬埔寨首都金边与 CCOP第 3 8届年会同时召开。来自 CCOP成员国和合作国 /组织的代表出席了会议。会议由 CCOP名誉顾问 YoshihikoShimazaki博士和何起祥教授主持 ,中国的蒋仕金先生被选为本报告的撰写人。参加会议的有柬埔寨、中国、印度尼西亚、日本、马来西亚、泰国、越南和菲律宾的代表 ,也有来自德国、瑞典、得克萨斯农工大学和荷兰的代表。虽然各国和地学研究状况不同 ,但是整个地区的地学组织面临的挑战是共同的。 CCOP成员国为了满…     

先锋孤立子生成的理论平均波阻(Ⅰ).理论

根据作者导得的AfKdV方程，理论上确定了先锋孤立子生成问题的理论平均波阻，能量劈分及能量劈分比。本文的能量劈分是确定先锋孤立子生成参数的理论基础。同时，本理论确定了现有理论中的自由未知参数问题，从而使先锋孤立子生成参数得到理论预报。     

Parabolic Wave Propagation Modelling in Orthogonal Coordinate Systems

This paper presents a numerical model study of the propagation of water waves using the parabolic approximation of the mild-slope equation in the orthogonal coordinate system. Two types of coordinate systems are studied: (a) a general form of orthogonal coordinate system and (b) the conformal system, a special form of orthogonal coordinate system. Two typical examples, namely, expanded breakwaters and a circular channel, are studied to validate the model. First, the examples are studied by use of the general orthogonal coordinates. Then the same examples are computed by use of the confonnal system. The computational results show that the confonnal coordinate system generally gives better predictions than the general orthogonal system. A numerical technique for generating the conformal grid is combined with the numerical model to improve the practicability of the model. The comparison between the result from the numerical grid system and that from the analytical grid system shows that reliable computational results can be obtained by use of the numerical confonnal grid system.     

Three-dimensional numerical simulation of obfique wave action on vertical walls

A three-dimensional numerical model based on the potential theory was developed to study the oblique wave action on vertical walls. A source term inside the domain was used to generate incident waves and outgoing waves were dissipated by sponge layers and transmitted by radiation boundaries. The finite difference method was used to solve the governing equations and boundary conditions in the regular transformed domain in σ-coordinate. Satisfactory agreements between the numerical predictions and experimental results of wave force were obtained. It is concluded that the maximum wave force acting on the vertical walls is induced by the obliquely incident waves rather than the normally incident waves.