Incorporation of GPS and IP camera for people tracking

Using the global positioning system (GPS) for people tracking continues to get easier. A person can transmit his/her GPS location from the carried mobile devices. The location is usually displayed as a dot on a digital map. However, a dot on the map is insufficient to reveal the person’s actual situation, e.g., an accident being happening. If the GPS is incorporated with an IP (Internet Protocol) camera, the camera image is critical in revealing the person’s actual situation and to improve the above-mentioned insufficient information. We present an approach to facilitate such incorporation. The approach consists of three phases: locating, tracking and monitoring collision. When the GPS coordinates of a person are within the field-of-view (FOV) of a camera, the approach enters the locating phase. The GPS coordinates are transformed to specify a candidate area (CA) in the image. The update of GPS coordinates is used to filter those moving objects within the CA until only one remains. After the person is located, he is being tracked using the shortest Euclidean distance method to find the most likely object in the next image. If the person collides with other objects while being tracked, a template matching technique, the sum of absolute difference (SAD), is used to locate the person in the collision area. The tracking is done after the person leaves the FOV of the camera. In the experimental studies, the tracking of one to three persons was performed using the implemented prototype. The average locating error of the tracking phase is only 5 pixels. The highest and average tracking success rates are 95.9% and 90.6%, respectively. These results show that the proposed approach is accurate and feasible for people tracking by incorporating GPS and IP cameras.     

利用影像重定位和遍历检测的遥感影像水印算法

针对遥感影像数据,提出了一种基于影像重定位和遍历检测的盲水印算法。实验结果表明,该方法可以有效抵抗压缩、滤波等常见的图像处理攻击,还能有效抵抗裁剪攻击。     

B/S党务信息管理系统方案研究与设计

电子党务信息管理系统是实现党务管理信息化、规划化的有效途径,能够辅助完成党务管理中的各项工作,本文在分析当前党务信息管理的前提下,给出了建设党务信息管理系统的总体结构框架设计及具体功能设计方案,为党务信息管理系统的建设提供思路。     

宁津县国土数字档案管理信息系统的设计与实现

传统县级国土资源档案管理方式落后,条目式管理不能适应国土资源档案管理的要求,现有的地籍系统、土地利用系统和土地交易系统的数据分散于三个独立系统中,数据格式多样,给土地归档工作带来不便,需把各个部门各个系统的相关数据进行统一归档管理.本文结合宁津县国土数字档案管理信息系统的设计与实现过程,阐述了整个系统的总体设计思想,系统的功能模块划分、数据整理建库以及系统功能模块的设计实现,为县(市)级档案管理系统的建设提供了参考方案.     

隧道施工现场监控量测的控制

主要介绍了净空变形量测和拱顶下沉量测在隧道施工中的应用,为隧道施工提供了重要依据。     

海南国际旅游岛公众版地理信息公共平台设计与实现

简单介绍了海南国际旅游岛公众版地理信息公共平台的总体架构,再从数据集、管理服务软件系统和支撑环境三个方面分别详细介绍了平台数据内容、功能服务以及软硬件、网络部署等内容的设计与实现.     

城市规划管理系统空间数据更新技术研究

数据的现势性是城市规划管理数据的生命力所在,因此,必须研究快速、准确、高效的数据更新方法。针对城市规划数据的特点和质量控制需求,本文对基于版本和工作流技术的数据更新方法进行了探讨和研究。通过胶南市土地规划网格化管理系统检验表明这种方法是行之有效的。     

南大洋海冰影像地图投影变换与瓦片切割应用研究

南大洋海冰分布是南极考察过程中影响破冰船航行的重要因素,也是南极研究的重要内容之一。目前国际上不同机构发布的南大洋海冰分布图,大多是球面投影,不能直接用于主流的瓦片地图发布。将极方位立体投影海冰图转换为目前主流的网络墨卡托投影地图,并利用合适的图像重采样方法,按照不同级别比例尺进行瓦片切割和编号存储,最终实现海冰影像地图的发布共享是本文的主要研究内容。笔者对不同的图像重采样方法进行了比较,分析了最邻近点采样方法、双线性内插和双三次卷积重采样方法的优劣,针对本文的研究优选双线性内插方法进行影像地图瓦片的切割,并最终叠加融合在Google地图上,实现了Google底图、准实时海冰影像图与破冰船走航位置的集成显示,为雪龙船的冰区航行提供了重要的数据支撑。     

基于旅行费用法的九寨沟旅游资源游憩价值评估

采用旅行费用法(TCM)对九寨沟世界自然遗产地的游憩价值进行评估,并对评估过程中可能存在的偏差进行分析和讨论.研究发现:九寨沟2009年的游憩价值为48.90亿元;旅行费用与旅游需求之间存在显著的负相关,而旅游需求函数的形式则以半对数模型为宜;采用工资率的1/3来计算时间的机会成本,具有一定的主观任意性,可能会导致评估结果出现偏差;用市场观测数据对旅行费用在多个目的地之间进行合理分配,可能是处理多目的地问题的所有方法中“最不坏”的一种选择;TCM与条件价值法(CVM)2种方法的评估结果相差较大,不具有良好的收敛效度,TCM的评估结果需要与更多的研究相互印证.     

Seasonally frozen soil effects on the dynamic behavior of highway bridges

Frozen ground is significantly stiffer than unfrozen ground. For bridges supported on deep foundations, bridge stiffness is also measurably higher in winter months. Significant changes due to seasonal freezing in bridge pier boundary conditions require additional detailing in order to ensure a ductile performance of the bridge during a design earthquake event. This paper reports the latest results obtained from a project that systematically investigated the effects of seasonally frozen soil on the seismic behavior of highway bridges in cold regions. A bridge was chosen and was monitored to study its seismic performance and assess the impact of seasonally frozen soil on its dynamic properties. A Finite Element (FE) model was created for this bridge to analyze the impact of seasonal frost. It was found that when frost depth reaches 1.2 m, the first transverse modal frequency increases about 200% when compared with the no-frost case. The results show that seasonal frost has a significant impact on the overall dynamic behavior of bridges supported by pile foundations in cold regions, and that these effects should be accounted for in seismic design.