Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate

This study examines the hydrodynamic performance of a new perforated-wall breakwater. The breakwater consists of a perforated front wall, a solid back wall and a submerged horizontal porous plate installed between them. The horizontal porous plate enhances the stability and wave-absorbing capacity of the structure. An analytical solution based on linear potential theory is developed for the interaction of water waves with the new proposed breakwater. According to the division of the structure, the whole fluid domain is divided into three sub-domains, and the velocity potential in each domain is obtained using the matched eigenfunction method. Then the reflection coefficient and the wave forces and moments on the perforated front wall and the submerged horizontal porous plate are calculated. The numerical results obtained for limiting cases are exactly the same as previous predictions for a perforated-wall breakwater with a submerged horizontal solid plate [Yip, T.L., Chwang, A.T., 2000. Perforated wall breakwater with internal horiontal plate. Journal of Engineering Mechanics ASCE 126 (5), 533–538] and a vertical wall with a submerged horizontal porous plate [Wu, J.H., Wan, Z.P., Fang, Y., 1998. Wave reflection by a vertical wall with a horizontal submerged porous plate. Ocean Engineering 25 (9), 767–779]. Numerical results show that with suitable geometric porosity of the front wall and horizontal plate, the reflection coefficient will be always rather small if the relative wave absorbing chamber width (distance between the front and back walls versus incident wavelength) exceeds a certain small value. In addition, the wave force and moment on the horizontal plate decrease significantly with the increase of the plate porosity.     

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.     

GPS测高技术在无验潮水深测量中的应用

应用双频GPS动态后处理高精度定位技术，建立了一套完整的GPS无验潮海洋深度测量作业模式，通过海上试验与传统作业模式作了数值分析比较，结果表明，该作业模式不仅无需验潮，而且能够有效消除传统作业模式中船只动态吃水和涌浪等因素对测量成果的影响，显著提高水深测量成果的精度。     

双层局部开孔板沉箱对波浪反射的理论研究

提出了一种用于研究由双层开孔板和一个不透水后板的开孔结构对斜向波反射率的理论分析方法。整个流域被分成三个子域，在每个子域内应用特征函数展开法以得到该域内包含未知展开系数的势函数的表达式，在速度势的展开中，考虑了非传播模态波浪的影响。通过匹配开孔板处的边界条件可以求解待定的展开系数，继而求解双层开孔板防波堤结构对斜向波的反射率。数值计算结果与试验结果进行了比较，符合较好。并进一步讨论了几个重要因素对反射系数的影响。     

超声波对青石斑鱼体表吸收氯霉素能力的影响

应用超声波对8－20cm青石斑鱼体表吸收能力的影响研究表明，超声波的超声强度和作用时间及及浸泡的氯霉素溶液的浓度对青石斑鱼体表吸收氯霉素的能力有显著影响，且呈正相关关系。此外，不同的超声作用方法也能显著影响实验石斑鱼的体表吸收能力，其中，超声后浸泡和浸泡后超声以及脉冲超声比连续超声均能更显著地提高石斑鱼的体表吸收能力。     

Analytic Solution of Interaction Between Surface Waves and Floating Elastic Plates with Elastic End-Restraints

Based on the dynamic theories of water waves and Mindlin plates,the analytic solution of interaction between surface waves and two-dimensional floating elastic plates with edge-restraint is constructed by use of the Wiener-Hopf technique.Firstly,without regard for elastic edge restraint,the wave-induced responses of elastic floating plate analyzed by the present method are in good agreement with the results from literature and experimental results.Therefore,it can be shown that the present method is valid.Secondly,three end-restraint cases(i.e.,the left-end elastic restraints,the both-end elastic restraints,and the right-end elastic restraints)are proposed to reduce the vibration of floating plates,in which the spring is used to connect the sea bottom and the floating plate's left(or right)edge.The relations between the spring stiffness and the parameters of wave-induced responses of floating plates are discussed.Moreover,the effective method to reduce the vibration of floating elastic plates can be obtained through comparison.     

四氯化碳对杜氏盐藻的毒性实验

按等浓度对数间距0．2设置毒物四氯化碳(CCl4)浓度对杜氏盐藻进行了毒性实验，根据细胞的生长以及β-胡萝卜素含量的变化，观察CCl4,对盐藻的毒性效应。结果表明，CCl4浓度小于0．13％时对盐藻生长及β-胡萝卜素累积几乎没有影响。盐藻对CCl4的最大耐受浓度为0．20％。CCl4浓度达到0．32％时，5天之后造成细胞全部死亡和β-胡萝卜素累积消失。     

浙江省海塘塘顶高程的确定

介绍了浙江省海塘塘顶高程确定时所涉及的波浪爬高，越浪量等的计量，同时分析了1997年后浙江省海塘塘顶高程确定的方法，由已建海塘的塘顶高程分析可见，在背水坡和塘顶有保护措施的情况下，采用允许最大越波流量来控制海塘塘顶高程，可适当降低塘身高度。     

氮磷营养盐与有机汞联合作用对微氏海链藻生长的影响

探讨在高营养盐（氮、磷、硅分别为浮游植物生长的营养盐阚值≥40、50、9倍）条件下，氮浓度及氮磷摩尔比值[n（N）／n（P）]变化、汞（甲基汞和乙基汞）对微氏海链藻（Thalassiosira weissflogii）生长的影响。结果表明，高营养盐区海链藻的生长遵循营养盐限制的唯一因子论；氮浓度和氮磷比提高促进生长，当n（N）／n（P）=64则呈抑制效应；生长初期，甲基汞和乙基汞均产生毒性抑制作用，生长中后期，适量甲基汞（浓度≤1．0μg／L）、乙基汞（浓度≤0．5μg／L）却呈兴奋效应，促进生长；汞形态不同，剂量-效应关系不同。氮和有机汞是海链藻生长的刺激因子。适度有机汞污染与氮富营养化对微氏海链藻的生长产生协同效应。     

台湾的弧陆碰撞研究及其地层沉积构造研究年表

对台湾及其邻近地区典型板块构造弧陆碰撞运动的研究历史沿革与代表性观点进行了较为全面的介绍;将1977年颜沧波有关台湾及其邻近地区典型板块构造弧陆碰撞运动研究的观点与30年后黄奇瑜教授的研究成果进行了对比性介绍;同时介绍了反映台湾及其邻近地区典型板块构造弧陆碰撞运动的地层沉积构造综合研究年表。