武汉城市圈经济与环境协调性分析和评价研究

以用地现状、人口调查、经济统计等信息为基础,搭建了武汉城市圈生态环境分析和评价信息平台,设计了统计分析、指标评价、决策支持等模块。按照区县单元分析了武汉城市圈人口、经济与生态环境相关性和协调性,其研究结果对开展武汉城市圈“两型”社会建设具有重要意义,可为武汉城市圈的社会经济与生态环境协调发展提供科学的决策参考。     

SII型海洋重力仪稳定平台倒台故障分析与处理

SⅡ型海洋重力仪凭借其动态测量精度高、系统可靠性强等优点已日益成为海洋调查中重力测量的重要仪器之一。从SⅡ型海洋重力仪在使用中出现的稳定平台倒台故障着手,分析了平台倒台故障的原因以及处理方法,并对仪器使用中的注意事项以及改进建议作了介绍。     

河道洪水演进数值模拟及其在GIS平台上的可视化

针对公共安全应急平台中灾害预测预警和应急处置的快速反应需求,建立了基于圣维南方程的河道洪水演进的水动力学模型。采用库朗格式的特征线方法对基本方程进行数值求解,得出水位和流量沿河道的时空变化关系,在此基础上进一步研究了基于GIS的洪水演进可视化方法。最后,通过天然河道模拟实例验证了所建模型的可靠性和实用性。     

三维旋转扫描测量平台设计与实现

本设计主要用于360°旋转的三维扫描,实现角度数据的实时获取。设计中采用单片机控制交流伺服电机进行自定的角度、速度与方向的旋转并实时上传时间、角度数据至上位机进行处理,实现了对平台旋转精度的控制与检测,着重研究了该传感器误差源的产生,对实际应用中的误差进行了定量分析,利用偏心改正、4分频等方法减少了误差,提高了参数精度。角度范围为360°,角度分辨率为0.01°。     

Equilibrium erosion of soft rock shores with a shallow or absent beach under increased sea level rise

A process-based numerical model was used to explore the response of soft rock shores with low volume beaches to variable rates of sea level rise. Equilibrium recession rates were simulated for ranges of wave height and period, tidal amplitude, rock strength, beach volume and rate of sea level rise. Equilibrium shore profiles were found to be steeper with higher rates of sea level rise. Beaches were represented as protective surfaces yet were found to cause no significant reduction in equilibrium recession rate when their volumes were below a critical threshold. Reduced equilibrium recession rates were found with beaches that extended sufficiently far below low tide level. The model results imply that, given several constraints, a very simple relationship exists between increased rates of sea level rise and the response of eroding composite soft rock/low volume beach shores.     

A Global Reliability Assessment Method on Aging Offshore Platforms with Corrosion and Cracks

Corrosion and fatigue cracks are major threats to the structural integrity of aging offshore platforms. For the rational estimation of the safety levels of aging platforms, a global reliability assessment approach for aging offshore platforms with corrosion and fatigue cracks is presented in this paper. The base shear capacity is taken as the global ultimate strength of the offshore platforms. It is modeled as a random process that decreases with time in the presence of corrosion and fatigue crack propagati...     

Adaptive Predictive Inverse Control of Offshore Jacket Platform Based on Rough Neural Network

The offshore jacket platform is a complex and time-varying nonlinear system,which can be excited of harmful vibration by external loads.It is difficult to obtain an ideal control performance for passive control methods or traditional active control methods based on accurate mathematic model.In this paper,an adaptive inverse control method is proposed on the basis of novel rough neural networks (RNN) to control the harmful vibration of the offshore jacket platform,and the offshore jacket platform model is established by dynamic stiffness matrix (DSM) method.Benefited from the nonlinear processing ability of the neural networks and data interpretation ability of the rough set theory,RNN is utilized to identify the predictive inverse model of the offshore jacket platform system.Then the identified model is used as the adaptive predictive inverse controller to control the harmful vibration caused by wave and wind loads,and to deal with the delay problem caused by signal transmission in the control process.The numerical results show that the constructed novel RNN has advantages such as clear structure,fast training speed and strong error-tolerance ability,and the proposed method based on RNN can effectively control the harmfid vibration of the offshore jacket platform.     

2004 年夏初、秋末长江口外海区冲淡水及羽状锋的盐度特征

用国家海洋局东海环境监测中心2004年夏初（6月）和秋末（11月）对长江口外海区现场观测资料,用Matlab计算机编程语言对观测资料进行质量控制、插值网格化,绘制研究海区盐度立体分布图,显示夏初、秋末两季的盐度分布特征。将2004年夏、秋两季长江口外海区冲淡水和羽状锋的分布与以往观测研究结果对比,可得：（1）长江口外海区冲淡水的盐度值主要在5—31之间,冲淡水前缘盐度锋面的盐度值为18—28;盐度值20—28的盐度锋面基本体现该海区羽状锋的特征及变化。（2）夏初长江口外海区冲淡水范围明显大于秋末,夏初该海区以冲淡水为主,秋末冲淡水的范围收缩,紧贴沿岸一带。相应地,夏初该海区羽状锋呈倾斜锋面,占据较大的海区;秋末则为垂直锋面,介于122．50°E-122．70°E海区。     

地理信息公共服务平台的总体技术设计研究

国家地理信息公共服务平台建设与运行维护是一项超大型地理信息工程。为了切实做好统筹规划、统一设计、规范建设、分步实施,国家测绘局组织开展了总体技术设计研究,制订了技术设计指南。本文介绍了国家地理信息公共服务平台总体设计的基本思路和总体架构。     

自升式平台冰激动力响应分析

应用ANSYS软件建立了平台和冰相互作用的有限元模型,构建了自升式平台的冰激振动模型,并计算基于2种冰力模型的自升式平台的动力响应。此动力分析方法具有建模方便和计算精度高的特点。以某自升式平台为例,计算了冰和平台结构相互作用的耦合效应,为自升式平台冰激振动安全评估提供了参考依据。