黄河口裸置管线对海床土影响范围研究

裸置管线在波浪和潮流等作用下,对海床土强度和整体固结水平产生一定的影响,而产生影响的范围还是一个悬而未决的问题。2005年8月和2006年9月,分别对黄河口地区106钻井平台附近的一条裸置管线以及该地区海床土强度进行了现场微贯测量,结果发现,在该地区水动力作用下,水平方向,管线使得其两侧2m以内海床土强度降低,均匀性变差,尤其是降低了0～40cm深度海床土的强度,并使得其非均匀化程度加剧,使海床土出现成层现象。该研究成果为波浪-管线-土相互作用研究提供了典型实例,并对工程实践提供了借鉴。     

Numerical study on salinity stratification in the Pamlico River Estuary

The variations of current circulation, salt intrusion, and vertical stratification under different river flow and wind conditions in the Pamlico River Estuary (PRE) were investigated in this paper using a three-dimensional numerical model. The model was calibrated and verified against water level variation, temperature, and salinity variations during 2003 and 2001, respectively. Eight sensitivity tests were conducted with different river flow and wind conditions specified in the model. Model results show that salinity intruded further upstream under scenarios with low flow, downriver local wind, and remote-wind-caused water level set-up conditions. In contrast, the responses of salinity stratification to different environmental forcing functions were different in different portions of the estuary. Salinity stratification was enhanced under high flow condition at the lower part of the estuary, under upriver wind near the river mouth, under downriver wind at the upstream to middle portion of the estuary, and under remote-wind-caused water level set-up condition at the majority of the estuary except near the river mouth. Model results also show that across-channel wind tended to reduce salt intrusion and salinity stratification in the PRE through increased vertical mixing.     

Numerical Simulation of Large Diameter Cylindrical Structure Slamming

The water entry of large diameter cylindrical structure is studied by applying numerical simulation method. The processes of different diameter cyhndrical structures impacting water with various constant velocities are calculated numerically. Thereafter, analyzed are the distribution of slamming pressure on structure during slamming course and the influence of slamming velocity and cylindrical diameter on slamming process. Furthermore, presented herein is an equation being used to forecast the peak slamming force on a large diameter cylindrical structure.     

南汇东滩沉积物粒度特征及其与水动力的关系

沉积物粒度参数可以用来反演沉积物沉积的水动力条件和沉积环境。根据对南汇边滩采集的表层沉积物粒度资料进行分析,结果表明:沉积物类型以黏土质粉砂为主;随着沉积物平均粒径Mz的减小,分选逐渐变好,偏态由极正偏向正偏转变,并向近对称接近。运用Pe- jurp的三角图式对沉积环境进行划分,结果表明南汇东滩的水动力条件总体上较强,沉积物粒径总体上偏粗,属于径流—潮流共同作用的河口浅滩沉积环境。对潮流底应力和沉积物临界起动切应力的计算进一步印证了该区水动力较强,对应沉积物颗粒偏粗的现象。     

海洋环境污染生物修复技术研究

全球范围内的海洋生态环境恶化,不仅危及海洋经济发展,而且已影响到了人类生存环境和健康。本文根据我国近海海洋环境质量现状,探讨了生物修复技术在海洋环境污染治理中的应用,并提出了工程海藻培育技术研究的有关建议,以期为海洋环境的保护及资源的可持续开发提供新的方法和技术。     

人工神经网络方法估算海洋上混合层深度的初步研究

上混合层深度是海洋上层热力结构特征的重要参数.结合南海南部海区一连续温盐深观测站的实测资料和NCEP再分析风场资料,以海洋表层温度和风应力为输入,以温度差值判断方法计算所得上混合层深度为输出,采用BP神经网络和广义回归神经网络2种方法进行训练,建立了南海南部海区的上混合层深度人工神经网络计算模型.实验显示,两种模型仿真结果与温度差值方法计算结果均方根误差分别为3.58m、3.09m,线性相关分别达0.87、0.91,绝对误差分别为2.80m、2.37m,相对误差分别为9.40%、7.40%.这一结果表明,人工神经网络方法精度较高,是一种切实可行的上混合层深度估算方法.     

3S技术在堰塞湖应急治理中的应用研究

以四川堰塞湖为例,首先阐述了3S技术的特点、项目实施基本指标和项目作业技术系统;其次重点叙述了3S技术在项目实施中的技术流程,包括资料收集、地形图矢量化、矢量数据空间分析、TM遥感影像处理、野外调查建立解译标志、遥感解译、土壤侵蚀强度计算、解译成果野外校核、数据库集成等步骤.最后列举了如何利用3S技术解决危情作出的贡献.     

基于LiDAR数据的DEM和矢量自动提取探讨

近年来LiDAR技术发展迅速,应用潜力巨大.基于TerraSolid软件环境,简要介绍了LiDAR数据的分类,在此基础上,重点讨论了LiDAR数据的DEM和矢量自动提取的相关问题.由LiDAR数据生成的DEM精度较高.但矢量自动提取还未到实用阶段.