中国黄、渤海常见大型海藻的脂肪酸组成

对中国黄、渤海沿岸的17种红藻、12种褐藻、7种绿藻的脂肪酸组成进行了分析研究，结果表明，黄海和渤海的绝大多数红都富含二十碳高度不饱和脂肪酸（主要是二十碳五烯酸，EPA和二十碳四烯酸，AA），一般都占总脂肪酸的40％以上；仙菜目的松节藻、细枝软骨藻，隐丝藻目的亮管藻、海萝、海膜、蜈蚣藻中的EPA含量均超过40％，其中海萝达到58％；杉藻目扁江蓠中EPA含量很低，但花生四烯酸含量达到58％。裸藻中16：0、18：1（n-9)、20：4（n-6)和20：5（n-3)含量占绝对优势，十八碳高度不饱和脂肪酸（PUFAs)和二十碳PUFAs是主要的脂肪酸。在每种褐藻中还含有一定量的14：0、18：2（n-6)和18：4（n-3)。褐藻中的十八碳PUFAs含量比红藻高，而二十碳PUFAs比红藻低。绿藻中的主要脂肪酸是16：0、十六碳高度不饱和脂肪酸（主要是：16：4（n-3)和16：3（n-3)、18：1以及C18PUFAs（主要包括18：2（n-6),18:3(n-3)和18：4（n-3)，绿藻的C16、C18PUFAs含量较高。     

A three-dimensional wave field over a bidirectionally periodic ripple bottom

For gravity wave trains propagating over an arbitrary wavy bottom, a perturbation expansion is developed to the second order so that the Bragg resonance effect of the ripple bottom on the free-surface wave can be analyzed. Both the resonant and non-resonant cases are treated and the singular behavior at resonance is avoided. This theory is successfully verified by reducing to simpler situations. Then, the analytical results for the special case of a unidirectional sinusoidal bottom are compared with experimental data for validation.     

山东沿海海藻抗肿瘤活性的筛选

于1997年4月和2000年5月对山东沿海海藻进行较系统的采集，对其中39种海藻的96个样品采用高通量方法进行选择性细胞毒筛选，结果表明，小粘膜藻（Leathesia dif-formes)、多管藻（Polysiphonia urcedata)、萱cytosiphon lomentarius)、海萝（Gloiopeliis fur-cata)、叉开网翼藻（Dictyopteris diuaricata)、点叶菜（Punctaria latifolia)等对KB细胞或HT-29细胞具有选择性抑制活性。局醇、氯仿的提取效率较高，多管藻的乙醇、氯仿提取物，萱藻的乙醇提取物和叉开网翼藻的正己烷提取物都有强的选择性细胞毒活性。     

南海晚第四纪硅藻遗体及其地质意义Ⅵ.硅藻的2个新种和7个新记录

本文记述了南海晚第四纪沉积物中发现的两个新种[线形辐环藻（Actinocyclus lineatus Liu,Cheng et Lan sp.nov.）、星圆筛藻（Coscinodiscus aster-aeus Cheng,Liu et Lan sp.nov.）]以及在我国首次记录的圆筛藻的7个种。     

波浪作用下孔隙海床-管线动力相互作用分析

波浪作用下海床中的孔隙水压力与有效应力是影响海底管线稳定性的主要因素。然而,在目前的海床响应分析中一般将管线假定为刚性,并不能合理地考虑海床与管线之间的相互作用效应,同时也没有考虑土体和管线加速度对海床动力响应的惯性影响,从而无法确定由此所引起的管线内应力。为此考虑管线的柔性,分别采用饱和孔隙介质的Biot动力固结理论和弹性动力学理论列出了海床与管线的控制方程,进而采用摩擦接触理论考虑海床与管线之间的相互作用效应,基于有限元方法建立了海床-管线相互作用的计算模型及其数值算法。通过变动参数对比计算讨论了管线几何尺寸、海床土性参数对波浪所引起的管线周围海床孔隙水压力和管线内应力的影响。     

Adjustment time of the first baroclinic Rossby wave in the global oceans

1Introduction Planetary waves involve the main processes bywhich perturbation signal in one part of the ocean istransferred to another part.In the1970s,mostof theprevious theoretical studies focus on the local Ekmanpumping and the nondispersive long baroc…     

Numerical Simulation of Wave Field near Submerged Bars by PLIC-VOF Model

Investigating the wave field near structures in coastal and offshore engineering is of increasing significance. In the present study, simulation is done of the wave profile and flow field for waves propagating over submerged bars, using PLIC-VOF （Pieeewise Linear Interface Construction） to trace the free surface of wave and finite difference method to solve vertical 2D Navier-Stokes （N-S） equations. A comparison of the numerical results for two kinds of submerged bars with the experimental ones shows that the PLIC-VOF model used in this study is effective and can compute the wave field precisely.     

Prediction of Load Carrying Capacity of Corroded Reinforced Concrete Beam

A novel method for prediction of the load carrying capacity of a corroded reinforced concrete beam (CRCB) is presented in the paper. Nine reinforced concrete beams, which had been working in an aggressive environment for more than 10 years, were tested in the laboratory. Comprehensive tests, including flexural test, strength test for corroded concrete and rusty rebar, and pullout test for bond strength between concrete and rebar, were condueted. The flexural test results of CRCBs reveal that the distribution of surface cracks on the beams shows a fractal behavior. The relationship between the fractal dimensions and mechanical properties of CRCBs is then studied. A prediction model based on artificial neural network (ANN) is established by the use of the fractal dimension as the corrosion index, together with the basic intbrmation of the beam. The validity of the prediction model is demonstrated through the experimental data, and satisfactory resuits are achieved.     

南澎列岛及邻近海域地质地貌与灾害地质分析

南澎列岛及邻近海域是广东沿海灾害地质因素较集中和类型较齐全的地区之一。根据野外调查资料，简要地分析了区内地质地貌以及活动断裂、地震活动、地面沉降、滑坡、地裂和沙土液化等基本特征和分布规律，同时还对区内地质灾害进行了初步分析。     

南沙群岛海区珊瑚礁灾害性地质分析

珊瑚礁是一种特殊的岩土介质，有独特的灾害地质类型。珊瑚礁灾害地质研究是现代工程地质学的一个新课题。通过珊瑚礁的地质记录研究了内动力灾害地质类型（包括活动断裂、地震和火山活动等）、外动力灾害地质类型（包括海底槽谷与地形突变带、崩塌、滑坡、峰礁与埋藏礁、泥丘、埋藏负地貌等），同时还分析了人类活动对珊瑚礁发育的影响。