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111.
论数字城市工程及其技术体系   总被引:16,自引:0,他引:16  
分析了数字城市的内涵 ,基于数字工程思想 ,总结了数字城市的工程结构与技术体系 ,进而阐述了数字城市的意义与建设策略。  相似文献   
112.
蒋辉 《现代测绘》2004,27(5):46-48
通过分析地图扫描数字化的误差因素.运用质量控制图评价学生实验数据质量,能够直观地对学生实验数据做出判断,同时也能比较各个实验小组及班级之间总体实验水平,及时发现实验准备工作中及实验方法本身的有关问题。  相似文献   
113.
随着Internet技术的飞速发展,以及对数字地球概念的深入探讨,WebGIS已经是GIS发展的必然趋势。本文在WebGIS技术基础上,以中国矿业大学为例,论述了基于MapObjects IMS及VB6.0语言的数字校园网上发布的实现过程。  相似文献   
114.
High‐resolution historical (1942) and recent (1994) digital terrain models were derived from aerial photographs along the Big Sur coastline in central California to measure the long‐term volume of material that enters the nearshore environment. During the 52‐year measurement time period, an average of 21 000 ± 3100 m3 km?1 a?1 of material was eroded from nine study sections distributed along the coast, with a low yield of 1000 ± 240 m3 km?1 a?1 and a high of 46 700 ± 7300 m3 km?1 a?1. The results compare well with known volumes from several deep‐seated landslides in the area and suggest that the processes by which material is delivered to the coast are episodic in nature. In addition, a number of parameters are investigated to determine what influences the substantial variation in yield along the coast. It is found that the magnitude of regional coastal landslide sediment yield is primarily related to the physical strength of the slope‐forming material. Coastal Highway 1 runs along the lower portion of the slope along this stretch of coastline, and winter storms frequently damage the highway. The California Department of Transportation is responsible for maintaining this scenic highway while minimizing the impacts to the coastal ecosystems that are part of the Monterey Bay National Marine Sanctuary. This study provides environmental managers with critical background data on the volumes of material that historically enter the nearshore from landslides, as well as demonstrating the application of deriving historical digital terrain data to model landscape evolution. Published in 2005 by John Wiley & Sons, Ltd.  相似文献   
115.
On the basis of about 300 earthquake wave forms observed in the Shidian M S=5.9 sequences on April 12, 2001 recorded in Kunming Digital Seismic Network, the spectra of shear wave have been used to estimate the focal parameters of these earthquake sequences. The results show that within the magnitude range of 1.5–5.3, the seismic moments are 1010–1016 N·m, the corner frequencies are 0.2–0.8 Hz, radii of the focal rupture are 200–2 500 m and the stress drops are 0.1×105–20×105Pa. Through the statistical analyses of variation of corner frequency f c and stress drop Δσ with time, it is discovered that the average corner frequency of the foreshock sequences is obviously lower than that of the aftershock sequences. Contrarily, the average stress drops Δσ of the foreshock sequences are clearly higher than that of the aftershocks. It is considered that these variation characteristics of average corner frequency and stress drops before and after the main shock have index significance to the precursory information before a strong earthquake. The higher stress drops for the foreshock sequences show that the higher shear stresses have been stored in the area of main shock. After the main shock, most of the stresses have been released, so the aftershock sequences show a rupture process of lower stresses. Foundation item: Scientific and Technological Key Project of Yunnan Province (2001NG46)  相似文献   
116.
AutoCAD技术在道路工程施工测量中的应用   总被引:2,自引:0,他引:2  
在道路建设中,通常分为几个标段同时施工,每个标段里一般包括路基及各种构造物,因此,施工测量任务十分繁重,由于全站仪在工程测量中的普遍应用,其极坐标放样功能使测量工作中出现错误主要为坐标计算错误,特别是具有记忆功能的全站仪,可以事先输入坐标,复核后再到现场放样。所以测量的主要工作就是根据施工图纸计算其各个部位的坐标,而如何快速、准确地计算坐标是关键所在。应用AutoCAD技术进行坐标定位计算,则可以做到事半功倍,并能取得良好的施工效果。  相似文献   
117.
数字社区数据标准研究   总被引:4,自引:1,他引:4  
当前数字社区建设缺乏统一的智能化综合管理平台以及相应的各项数据标准,使得数字社区难以真正实现统一的数字化管理。该文参考国内外相应数据标准,研究数字社区的标准体系结构。针对现有标准体系缺乏相关数据标准的现状,提出数字社区系列数据标准,包括数据接口层标准、数据分类编码标准、数据模型、数据字典和元数据标准。阐述系列标准中各标准间的相互关系以及各标准所包含的具体内容。  相似文献   
118.
The loess landform in the Loess Plateau of China is with typical dual structure, namely, the upper smooth positive terrain and the lower cliffy negative terrain (P–N terrain for short). Obvious differences in their morphological feature, geomorphological mechanism, and hydrological process could be found in the both areas. Based on the differences, a flow‐routing algorithm that separately addresses the dual‐structure terrain would be necessary to encompass this spatial variation in their hydrological behaviour. This paper proposes a mixed flow‐routing algorithm to address aforementioned problems. First, the loess landform surface is divided into P–N terrains based on digital elevation models. Then, specific catchment area is calculated with the new algorithm to simulate the water flows in both positive and negative terrain areas. The mixed algorithm consists of the multiple flow‐routing algorithm (multiple‐flow direction) for positive areas and the D8 algorithm for negative areas, respectively. The approach is validated in two typical geomorphologic areas with low hills and dense gullies in the northern Shaanxi Loess Plateau. Four indices are used to examine the results, which show that the new algorithm is more suitable for loess terrain in simulating the spatial distribution of water accumulation, as well as in modeling the flow characteristics of the true surface by considering the morphological structures of the terrain. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
119.
Two primary concerns in performing watershed overland flow routing are the numerical instability and computational efficiency. The stability of executing an explicit scheme has to be maintained by observing the Courant–Friedrich–Lewy criterion, which is adopted to confirm that the numerical marching speed is larger than the wave celerity. Moreover, there is another criterion of time step devised in previous studies to avoid back‐and‐forth refluxing between adjacent grids. The situation of refluxing usually occurs on flat regions. In light of this, the selection of a small time increment to honor both restrictions simultaneously is believed to decrease the computational efficiency in performing overland flow routing. This study aims at creating a robust algorithm to relax both restrictions. The proposed algorithm was first implemented on a one‐dimensional overland plane to evaluate the accuracy of the numerical result by comparing it with an analytical solution. Then, the algorithm was further applied to a watershed for 2D runoff simulations. The results show that the proposed integrated algorithm can provide an accurate runoff simulation and achieve satisfactory performance in terms of computational speed.  相似文献   
120.
随着城市化进程的进一步加快,政府对城市统筹规划技术的要求日益增高。现代城市的规划设计更加需要科学的系统进行辅助决策。本文以扬州市三维可视化系统的成功建设,介绍了三维数字城市系统建设中的Skyline结合3Dmax快速建模技术,论述了Skyline三维平台建设虚拟城市的方法和策略,并利用其提供的应用程序接口进行了二次功能开发,一定程度上为数字城市规划建设提供技术支持与参考。  相似文献   
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