一种城市公交线网分布的可视化分析方法

可视化分析技术在分析交通数据、发现交通问题及辅助决策扮演着越来越重要的角色,成为一项重要的智能交通技术。为了更加直观地展示城市公交线网空间分布的疏密情况,本文基于北京市公交线路矢量数据,采用直接可视化和聚集可视化两种方法对公交线网的空间分布进行了分析。通过对原数据处理计算得到了基于北京市主干道的公交线路分布数据并进行了直接可视化;同时利用HTML5的Canvas绘制热力图的方法对原数据进行了聚集可视化,根据可视化结果对北京市公交线路空间分布情况进行了分析。该方法对城市公交线网规划和优化有实用价值和意义。     

一种基于三角函数的矢栅地理数据可逆几何脱密模型

矢栅地理数据是基础地理信息数据的重要组成部分,其安全保护研究十分重要。我国有关法律法规对公开版地图的脱密几何精度有明确规定,基础地理数据需要脱密后才能公开共享使用。本文在分析三角函数脱密特性和矢栅地理数据特征的基础上,顾及矢栅地理数据叠加使用的特点,设计了一种基于三角函数的矢栅地理数据一体化的可逆脱密模型。试验证明,该模型较好地保持了地理实体的拓扑关系,脱密处理速度快,安全性高,误差可控,数据接边好。     

狭长区域GNSS控制网数据处理方法研究

针对狭长区域GNSS控制网边长差异较大的问题,本文通过划分子网来降低数据处理的难度,从基线处理和网平差两个方面,分析了系统误差来源,研究了基准处理中卫星轨道误差、对流层误差以及网平差中位置、尺度、方位和时间演变基准误差的改正方法,形成了一套高精度数据处理方案。基于该方法,对三峡库区GPS滑坡监测网的实测数据进行了分析与处理,获得了高精度的处理结果,本研究对狭长区域GNSS控制网的建立具有借鉴意义和指导作用。     

大连市沿海丘陵地区地铁精密控制网关键技术研究

介绍了大连市沿海丘陵地区地铁施工控制网布设、观测中关键技术的研究及解决方案,其中利用GPS静态观测与传统精密导线测量相结合组成混合网平差、将精密导线点纳入二等水准网,实现平高复用等技术,可给同类工程实施提供参考。     

A Comparative Study of Various Supervised Learning Approaches to Selective Omission in a Road Network

Selective omission is necessary for road network generalisation. This study investigates the use of supervised learning approaches for selective omission in a road network. To be specific, at first, the properties to measure the importance of a road in the network are viewed as input attributes, and the decision of such a road is retained or not at a specific scale is viewed as an output class; then, a number of samples with known input and output are used to train a classifier; finally, this classifier can be used to determine whether other roads to be retained or not. In this study, a total of nine supervised learning approaches, i.e., ID3, C4·5, CRT, Random Tree, support vector machine (SVM), naive Bayes (NB), K-nearest neighbour (KNN), multilayer perception (MP) and binary logistic regression (BLR), are applied to three road networks for selective omission. The performances of these approaches are evaluated by both quantitative assessment and visual inception. Results show that: (1) in most cases, these approaches are effective and their classification accuracy is between 70% and 90%; (2) most of these approaches have similar performances, and they do not have any statistically significant difference; (3) but sometimes, ID3 and BLR performs significantly better than NB and SVM; NB and KNN perform significantly worse than MP, SVM and BLR.     

抗差最小二乘配置在数字化地图几何纠正中的应用讨论

抗差估计具有较好的抗拒异常观测值及粗差的能力,而最小二乘配置又能较好地处理系统误差,本文结合两者的优点,利用抗差最小二乘配置对数字化地图进行几何纠正,其中对协方差函数采用抗差拟合,得到了较好的结果。实验证明在GIS数据处理的扫描数字化地图几何纠正中,抗差最小二乘配置在抗拒异常值和处理系统误差方面优于单纯的最小二乘估计和单纯的最小二乘配置方法。     

武汉市区域似大地水准面精化成果应用分析

介绍了武汉市区域似大地水准面精化成果的应用分析、评价以及应用GPS静态和以WHCORS系统的网络RTK的两种作业方法,对两种方法所得成果进行了精度分析,并论述了两种方法的适用范围。     

中国古代地图的数学基础与地理空间维度认知

从几个典型的中国古地图的数学基础出发,结合相关的数学方法,探讨了中国古人在地理空间维度认知方面走过的历程。认为,当中国古代地图发展到以"计里画方"进行地图绘制时,已经实现了3维地理空间的科学认知。这也是"计里画方"的制图方法可以持续1 000多年的理论依据。     

供水管网地理信息系统中爆管分析的算法研究

爆管关阀分析是供水管网地理信息系统中重要的空间分析功能之一,目前已建系统的爆管分析功能存在着算法繁琐或功能简单、不具通用性等缺点。本文以高质量的源数据为基础,根据系统和爆管分析的需求建立合理的数据模型,设计了爆管关阀分析算法,该算法克服现有算法的不足,剔除了可关可不关的阀门,得到正确、经济的关阀门方案,并列出了受影响的用户。将此设计方案应用于"新疆石油管理局供水地理信息系统"中,成功地实现了爆管分析,体现出了该算法简洁、高效、准确、通用的优越性。     

Affine distortion of small GPS networks with large height differences

GPS is a promising tool for real-time monitoring of deformations of slopes or large structures. However, remaining systematic effects in GPS phase observations after double differencing and application of a priori models affect the resulting coordinates. They complicate the proper separation of the actual deformations from pseudo-deformations induced by the systematic effects. This paper shows that for small monitoring networks (baseline lengths <5 km) only affine distortions of the network geometry are generated by the remaining distance dependent systematic effects, e.g. unmodelled tropospheric and ionospheric propagation effects, or satellite orbit errors. Hence, a generic correction model is given by a three-dimensional affine transformation involving a maximum of 12 transformation parameters. For the determination of these parameters, four high quality GPS stations are necessary which are not affected by the actual deformations to be monitored. Based on the analysis of network geometries of synthetic GPS networks with large height differences and considering the physics of the GPS observations it is shown, however, that less than 12 parameters are sufficient for the computation of the corrections. The proposed 8 parameter model was applied to the GPS monitoring network of the Gradenbach landslide. For this small network with large height differences, it was shown that the distortions can be reduced by about 75%.