苏北废黄河口声学多普勒测流中向上分量的分析

利用对苏北废黄河口25 h三船同步声学多普勒测流仪(ADP)测流和悬浮体观测资料,研究了向上分量流速对悬浮泥沙扩散和输运的影响。ADP测量不仅提供水平方向的流分量,还提供垂向的流分量,各分量帮助了解底层悬浮泥沙与海底的沉积物的交换和向上扩散。向上流分量比水平方向的流分量小,值在5 cm/s以内,但是它的变化是有规律的,随涨潮、落潮发生变化。本地区潮周期内悬浮泥沙的变化与潮流相位变化密切,沙峰出现在涨急或落急之后,3个站在潮周期内都出现4个沙峰。但是,各站悬沙的再悬浮是不同的。分析显示,10 m水深处,底层存在较强的再悬浮和再沉积,存在向上和向下的流;而在水深15~17 m处,底部、下部主要是向上的分量,只有上部存在向下分量,因此较深处可能较少发生沉积。     

南黄海中部泥质沉积成因和物源研究综述

当前南黄海沉积学研究的核心问题是泥质沉积的形成过程和动力机制及其物质来源。许多学者对南黄海中部泥区的成因和物源进行了大量研究,但比较局限,缺少系统性。现有研究认为南黄海泥质沉积的形成受黄海冷水团和上升流的影响,但黄海冷水团并不是其形成的必要条件。对泥区物源的研究,主要考虑现代黄河物质、老黄河物质以及长江物质对其的影响,并且仅是定性的研究。对于朝鲜半岛物质对南黄海中部泥区的影响,国内的研究更是寥寥无几。海水对海底基岩的侵蚀沉积以及黄海暖流对海底沉积物的改造和再悬浮作用对南黄海中部泥区沉积的贡献仅是个别学者的观点。     

渤海湾西部表层沉积物悬移组分元素特征及物源意义

对渤海湾西部海底表层沉积物样品粒径小于0.063mm的悬移组分进行16种元素测试,分析了各元素特征及分布规律。元素平均丰度与黄土及渤海泥质沉积物基本一致,说明渤海湾西部表层沉积物悬移组分的物源主要与黄河源区黄土高原的黄土有关。研究区16种元素可分为两类,I类是Sc、Co、Fe、V、Al、Ca、Mg、Th、U、Cr;II类是Zr、Hf、Ba、Na、Sr、K。同类元素丰度的平面分布规律相似,呈现正相关性;异类元素丰度的平面分布规律相反且呈负相关性。研究区主要分为两个地球化学分区,两区基本以北纬39°05′线为界,I区位于南部和中部,以高Sc、Co、V、Th、U、Cr、Fe、Al、Mg、Ca等I类元素为特征;而II区位于北部,以高Zr、Hf、Ba、Sr、Na、K等II类元素为特征。渤海湾西部表层沉积物悬移组分的元素特征及分区,可能与研究区内不同季节沿岸环流方向改变,进而导致不同物源母质沉积物输运混合作用有关。     

深圳海域弧菌种类组成、数量分布及其与环境因子的关系研究

研究了深圳海域2008年4月、9月的水体弧菌数量、种类组成及其分布,探讨了弧菌总数及各优势类群的数量分布与环境因子间的相关关系。结果表明:弧菌总数分布具有季节性,东部海域春季(4月)的弧菌数量高于秋季(9月)的,其均值分别为1.50×104,8.89×102CFU/cm3;在西部海域秋季的略高于春季的,其均值分别为5.09×102,2.66×102CFU/cm3;弧菌数量最高值出现在大亚湾(4.40×104CFU/cm3)。弧菌的优势类群具有季节性分布特征:春季特有的优势类群有Vibrio gigantis类似种和V.splendidus类似种,秋季特有的优势类群有V.natriegens类似种;V.alginolyticus类似种是两个季节共有的优势类群,其数量春季高于秋季的。弧菌种类、数量与海水温度、盐度及细菌总数、Chl-a等环境因子有一定的相关性,其中盐度为弧菌种类及数量分布的主要影响因子。     

福建砂质海岸侵蚀原因和防护对策研究

本文通过对福建沿海砂质海岸侵蚀的调查,对福建砂质海岸侵蚀后退日趋严重现象进行了分析,针对福建不同岸段海滩的侵蚀特点,在地域上按侵蚀强弱划分为4个区域,并对各区侵蚀现象特点进行总结并分析原因,在此基础上提出一些海岸侵蚀的防治措施和建议.     

10种石斑鱼系统发育的线粒体细胞色素b基因序列分析

为探讨石斑鱼亚科鱼类的系统发育关系,测定了此亚科中具有代表性的石斑鱼属、鳃棘鲈属、九棘鲈属、驼背鲈属和白线光腭鲈属等5个属10种石斑鱼的细胞色素b基因全序列,分析了这些序列的特性,运用Kimura 2-parameter模型,以邻接法构建了分子系统树。结果表明,九棘鲈属与鳃棘鲈属位于系统进化树的基部,与石斑鱼类其它类群亲缘关系较远;驼背鲈属与白线光腭鲈属网结于石斑鱼属构成的分支中。     

In situ velocity profiles in gassy sediments: Kiel Bay

Acoustic behavior of gas-bearing sediments is significantly different from that of gas-free sediments. In situ velocity profiles and acoustic signal characteristics in gas-bearing sediments of the upper several meters of the sea floor in Kiel Bay are presented in this study. Observed velocities in gas-bearing sediments are both higher and lower than those of the gas-free sediments. Small amounts of gas appear to cause signal reverberation without much attenuation. whereas large amounts of gas cause substantial attenuation.     

海滩修复养护技术发展趋势与前景

海岸侵蚀是沿海各国面临的共同问题,海滩养护是当前砂质海岸保护的最佳手段,在全球范围内得到广泛应用。本文回顾了海滩养护技术的发展历程,总结了世界范围的海滩养护实践,分析各国海滩养护理念上存在的差异。以研究文献为基础,总结归纳了平面和横向剖面的补砂方式、辅助工程技术和海滩模型预测等方面的海滩养护技术研究进展,并在此基础上提出了海滩养护的未来发展趋势:①针对复杂海岸的海滩养护应用拓展;②基于沉积物管理的海滩养护修复;③从地貌系统到生态系统全面考虑的海滩养护技术;④全球砂源赤字条件下的海滩保护和修复思路。     

Study of A Geo-Acoustic Model of Gas-Bearing Sediment and Its Application in Sediment with Low Acoustic Velocity

A new geo-acoustic model for gas-bearing sediment is proposed based on the work of Dvorkin and Prasad, and Biot theory. Only five geophysical parameters: sediment mineral composition, free gas saturation, tortuosity (also known as the structure factor), permeability, and porosity, are considered in the model. A benefit of this model is that we need only five parameters instead of ten parameters in the Biot’s formulas for acoustic velocity and attenuation calculation. Here the model is demonstrated with the in-situ experimental data collected from the Hangzhou Bay, China. The results of this study suggest that free gas content in sediment is the most critical condition resulting in a low acoustic velocity (compressional wave). The respective contributions of the other four parameters in the model are also discussed.     

Ultimate strength assessment of hull structural plate with pitting corrosion damnification under biaxial compression

It is well known that pitting corrosion occurring on surface of hull structural plate will surely result in a significant degradation of the ultimate strength of the hull structural plate. This report aims at development of an assessing formula for ultimate strength of hull plate with pitting corrosion damage under the biaxial in-plane compression loading. The ultimate strength assessment model that is in terms of the corroded volume loss was deduced in theory, and which was then completed through numerical experiment by employing nonlinear finite element analyses for series of corroded plate models. Meanwhile, pitting corrosion in actual ship hull was analyzed and simulated, which ensured that all the assumptions for the finite element model parameters were in accord with the actual hull plate with pitting corrosion damage. Furthermore, the effects of plate slenderness, the linear factors at the plate edges and the ratio between the transverse and the longitudinal in-plane stresses on the ultimate strength reduction related to the corroded volume loss were discussed. The ultimate strength assessment formula being in terms of corroded volume loss developed in this research is expected to be applicable to assess the ultimate strength of the hull structural plate with pitting corrosion damage.