对我国数字城镇建设的几点思考   总被引：1，自引：0，他引：1  

陈军  周旭  蒋捷  王丹  王浒 《地理信息世界》2006,4(5):6-9,16

我国城镇化快速发展迫切需要在全国大中小城市和小城镇加快实施信息化战略,建设具有中国特色的“数字城镇”。本文从“数字城镇”技术构成出发,分析了我国“数字城镇”发展现状及其面临的主要科技问题,提出要加强对“数字城镇”数据平台、综合信息服务平台、业务应用平台构建等关键技术问题的研究,以从整体上提升我国城镇信息化的水平。  相似文献   

Orthorectification of IKONOS and impact of different resolution DEM     

XU Junfeng HUANG Jingfeng 《地球空间信息科学学报》2006,9(2):108-111

IKONOS image has been wildly used in city planning, precision agriculture and emergence response. However, the accuracy of IKONOS Geo product is limited due to distortion caused by terrain relief. Orthorectification was performed to remove the distortion and the impact of different DEM on orthorectification were evaluated. 38 ground control points （GCPs） and 25 independent check points （ICPs） were collected. DEMs were generated from 1 ： 10 000 and 1 ： 50 000 topographic maps. Results show that RMS error at the check points is 1. 554 0 m using DEM generated from 1 ： 10 000 topographic map, which can meet the accuracy requirement of IKONOS Precision product （1.9 m RMSE）. While RMS error is 2. 572 4 m using DEM generated from 1 ： 50 000 topographic map.  相似文献   

Single epoch GPS deformation signals extraction and gross error detection technique based on wavelet transform   总被引：1，自引：0，他引：1  

WANG Jian GAO Jingxiang XU Changhui 《地球空间信息科学学报》2006,9(3):187-190

IntroductionGPS technique is widely used for deformationmonitoring thanks for the high precision. Usual-ly , there are three working modes associatedwith GPS deformation observation: periodicalGPS deformation monitoring net , GPS monito-ring array and rea…  相似文献   

Observation on height changes of chinese tide gauges by GPS     

LIU Genyou ZHU Yaozhong XU Houze ZHANG Weimin 《地球空间信息科学学报》2006,9(4):244-249

IntroductionBecause of global temperature rising and glacierthawing,the sea level has risen about 10-25 cmin the past century[1]. The sea level change isone of the main ai ms in global change monito-ring. Presently the basic tool used in sea levelmonitori…  相似文献   

长春地区地表温度日变、年变对地温测量的影响   总被引：4，自引：1，他引：3       下载免费PDF全文

陈晓冬  金旭  管彦武  石卓  高艺 《地球物理学进展》2006,21(3):1008-1011

通过实地观测试验,并采用傅里叶分析法进行理论分析,来研究长春地区地表温度日变、年变对地温测量的影响规律及影响深度,为在长春地区利用浅层地温测量方法研究地质问题提供重要参数信息.地温变化幅度随深度作指数衰减,衰减系数与地表温度周期、热扩散率有关.  相似文献   

基于走时的保幅偏移方法   总被引：5，自引：4，他引：1       下载免费PDF全文

张平平  常旭  桂志先 《地球物理学进展》2006,21(4):1186-1191

振幅随偏移距变化是描述储层特征的重要方法之一,保幅偏移方法就是使偏移剖面能够反映出振幅随偏移距的变化.本论文中的保幅偏移是以走时为基础,主要的方法是采用走时的双曲线展开法,通过走时的二阶空间导数来确定波前曲率.该方法通过建立在大网格上的走时表来确定插值系数,将大网格插值成为较为精细的网格,这样就节省了数据的存储空间.对于相同的网格密度,通过插值来计算走时表比采用程函方程有限差分法直接计算走时要节省5至6倍的时间.走时的插值系数还可以用来计算几何扩散因子、权函数,不仅提高了成像质量,还大大节省了计算时间.  相似文献   

基于GML/SVG的WebGIS体系结构设计与实现   总被引：2，自引：0，他引：2  

常小慧  李宏伟  黄海文  陈旭 《地球信息科学学报》2006,8(4):35-41

随着Internet的飞速发展,WebGIS也进入了蓬勃发展的阶段,而制约WebGIS发展的问题也日益突出。本文针对WebGIS中存在的地理空间数据语义共享和网络带宽日益紧张的问题,引入了GML和SVG,在此基础上提出并论证的基于GML和SVG的WebGIS系统的方案和应用模式,并详析了实现该系统的体系结构和相关技术,最后给出了该系统的应用实例。  相似文献   

龙骨坡遗址第7水平层石制品新材料          下载免费PDF全文

侯亚梅  李英华  黄万波  徐自强  鲁娜 《第四纪研究》2006,26(4):555-561

文章记述并分析了20世纪90年代后期重庆巫山龙骨坡遗址出土于第7水平层的16件石制品,包括若干各具特色的工具类型,如原型手镐、原型薄刃斧、大型尖刃器、直刃砍砸器、凸刃砍砸器、长刃石刀、短刃石刀、刮削器、凿刃器等,反映出石器制作者明确的工作目标和为了达到目标所经历的一个又一个中间过程;说明了当时的人类对工具制作的具体需求和适当利用自然环境的事实。研究证据还体现了大约200万年前华南早期人类工具类型的多样性与特殊性,标志着中国早期人类在当时阶段所达到的技术发展水平。龙骨坡遗址很可能是东亚早期人类文化的一个发祥地。  相似文献   

Intraseasonal oscillation intensity over the western North Pacific:Projected changes under global warming          下载免费PDF全文

Yi Fan  Ke Fan  Zhiqing Xu 《大气和海洋科学快报》2021,14(4):1-6

本文利用8个CMIP5模式的日资料,预估了RCP4.5和RCP8.5情景下全球增温达1.5℃和2.0℃时西北太平洋夏季30～60天和10～20天季节内振荡(ISO)强度的变化情况.大多数模式都认为,无论增温水平或情景如何,预估结果均显示从中南半岛南部到菲律宾以东的带状区域内ISO强度增加,并且关键气象要素背景的变化会对...  相似文献   

A shake table investigation of dynamic behavior of pile supported bridges in liquefiable soil deposits     

Piyush Mohanty  Xu Dan  Suryakant Biswal  Subhamoy Bhattacharya 《地震工程与工程振动(英文版)》2021,20(1):1-24

Bridges are a part of vital infrastructure,which should operate even after a disaster to keep emergency services running.There have been numerous bridge failures during major past earthquakes due to liquefaction.Among other categories of failures,mid span collapse(without the failure of abutments)of pile supported bridges founded in liquefiable deposits are still observed even in most recent earthquakes.This mechanism of collapse is attributed to the effects related to the differential elongation of natural period of the individual piers during liquefaction.A shake table investigation has been carried out in this study to verify mechanisms behind midspan collapse of pile supported bridges in liquefiable deposits.In this investigation,a typical pile supported bridge is scaled down,and its foundations pass through the liquefiable loose sandy soil and rest in a dense gravel layer.White noise motions of increasing acceleration magnitude have been applied to initiate progressive liquefaction and to characterize the dynamic features of the bridge.It has been found that as the liquefaction of the soil sets in,the natural frequency of individual bridge support is reduced,with the highest reduction occurring near the central spans.As a result,there is differential lateral displacement and bending moment demand on the piles.It has also been observed that for the central pile,the maximum bending moment in the pile will occur at a higher elevation,as compared to that of the interface of soils of varied stiffness,unlike the abutment piles.The practical implications of this research are also highlighted.  相似文献