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1.
苏锡常地区GIS与地下水开采及地面沉降模型系统集成分析   总被引:14,自引:0,他引:14  
本文以GIS为主控模块,选择美国国防部开发的地下水运动模拟模型系统和美国D.C.HHelm、S.A、Leak等入开发的地面沉降模拟模型系统,进行苏锡常地区GIS与地下水运动必地面沉降模拟模型系统集成分析和设计。  相似文献   

2.
1997年批准实施的IGCP项目IGCP373项:欧亚含矿火成岩系统的对比、剖析与岩浆-水热演化申请者:R.Seltmann(德国)、R.Grouch(美国)、A.A.Kremenetsky(俄罗斯)该项目将研究酸性火成岩系统(包括侵入岩和喷出岩)的...  相似文献   

3.
介绍了地下水模拟信息系统软件(CCRI-GWMIS1.0)设计思想。该软件运行于中文WINDOWS95中,具有数据输入、自动剖分、Kriging插值等前处理功能,可以进行二维潜水和承压水、三维潜水和承压水数学模型的有限元模拟,有限元计算结果可以直接用DXF格式文件表达,界面友好,操作方便。  相似文献   

4.
地图是地理信息系统(GIS)重要的数据源和成果表达方式之一,在GIS应用系统中开发标准图库是非常必要的。本文以煤矿地质测量信息系统(CMGIS)标准矿图库(SCMMB)的开发为例,论述了建立GIS标准图库的总体目标、具体内容、管理结构、表示规范及实现过程,获得了具有普遍意义的结论,对各类应用型GIS标准图库的建立都有一定的示范或借鉴作用。  相似文献   

5.
生态网络专家会议在西班牙召开由国际地圈生物圈计划(IGBP)、全球陆地观测系统(GTOS)和全球气候观测系统(GCOS)联合召开的“生态网络专家会议”(MeetingofExpertsFromEcologicalNetworks)于1997年6月17...  相似文献   

6.
GIS访问网络数据库中若干技术问题的探讨   总被引:5,自引:0,他引:5       下载免费PDF全文
李振华 《地球科学》1998,23(4):393-395
分析了几种网络计算模式的特点,针对客户机/服务器模式设计了一个地理信息系统(GIS)访问数据库的结构框架———客户端分为GIS功能层和数据库请求层两层,服务器存放数据,并将此结构与ESRI公司的空间数据库引擎(SDE)作了对比;通过比较几种数据库访问的程序实现方式,认为ODBCAPI在开放性方面是良好的.最后给出的MAPGIS实例表明:采用上述设计思路的应用系统不但利用了原有MAPGIS的研究成果,实现了GIS访问网络数据库的功能,而且还具有良好的开放性.  相似文献   

7.
多源图象处理与分析系统的设计   总被引:3,自引:0,他引:3       下载免费PDF全文
李军 《地球科学》1998,23(4):375-378
多源图象处理与分析系统(MSIMAGES)是地理信息系统(MAPGIS)的一个子系统.阐述了多源图象处理与分析系统的设计思想、原则、结构的选择,介绍了系统功能的分类和系统平台的选择,分析了图象系统所涉及的文件类型及其功用.  相似文献   

8.
应用ArcView GIS建立我国地质灾害空间信息管理系统?…   总被引:13,自引:0,他引:13  
地理信息系统是一种空间信息管理系统,它依托计算机系统,集地球空间数据采集,存储,地理位置显示,检索,分析,模型于一体,是研究空间对象的理想工具本文依据美国ESRI公司开发的桌面GIS系统-Arc View GIS的原理与方法,阐了建立我国地质空间信息管理系统的方法、步骤以及在Arc View GIS的支持下,系统的开发和扩展,以推动我国利用信息技术研究地质灾害,达到防灾减灾的目的。  相似文献   

9.
MAPGIS二次开发库的设计与实现简介   总被引:27,自引:5,他引:22       下载免费PDF全文
周顺平 《地球科学》1998,23(4):337-340
MAPGIS系统不仅是一个GIS基础软件,而且是用户开发面向具体领域的GIS的工具,在分析对比GIS空间模型的基础上,从空间实体模型分析、二次开发函数库软件结构设计、函数的功能分类、的实现几个方面。  相似文献   

10.
山坡冰川     
山坡冰川MountainGlacier黄茂桓(中国科学院兰州冰川冻土研究所,730000)1979年起,我国进行了统一、全面和系统的冰川编目,现已基本完成.编目接受国际冰川目录临时技术秘书处指导,其成果纳入国际冰川资料信息库.编目遵循UNESCO/I...  相似文献   

11.
GIS地表塌陷计算的有限棱柱法及三维数据模型   总被引:2,自引:0,他引:2  
具有强大信息管理和可视化功能的GIS已在地下硐室开挖、矿山采掘、边坡等许多工程领域中得到了广泛应用。笔者给出了一种用于地下开挖变形描述和应力分析的方法——有限棱柱法,并就该方法与GIS集成中的数据模型和数据组织方法进行了探讨,建立了基于GIS的虚拟地质体地下开挖变形描述与评价计算的三维可视化系统,并对多语言集成模式和数据可视化方法进行了探讨。同时还给出了该方法的工程应用实例,对该方法的可靠性和有效性进行了验证。  相似文献   

12.
This study shows the construction of a hazard map for presumptive ground subsidence around abandoned underground coal mines (AUCMs) at Samcheok City in Korea using an artificial neural network, with a geographic information system (GIS). To evaluate the factors governing ground subsidence, an image database was constructed from a topographical map, geological map, mining tunnel map, global positioning system (GPS) data, land use map, digital elevation model (DEM) data, and borehole data. An attribute database was also constructed by employing field investigations and reinforcement working reports for the existing ground subsidence areas at the study site. Seven major factors controlling ground subsidence were determined from the probability analysis of the existing ground subsidence area. Depth of drift from the mining tunnel map, DEM and slope gradient obtained from the topographical map, groundwater level and permeability from borehole data, geology and land use. These factors were employed by with artificial neural networks to analyze ground subsidence hazard. Each factor’s weight was determined by the back-propagation training method. Then the ground subsidence hazard indices were calculated using the trained back-propagation weights, and the ground subsidence hazard map was created by GIS. Ground subsidence locations were used to verify results of the ground subsidence hazard map and the verification results showed 96.06% accuracy. The verification results exhibited sufficient agreement between the presumptive hazard map and the existing data on ground subsidence area. An erratum to this article can be found at  相似文献   

13.
The use of geographic information system (GIS) minimizes the effort and improves the efficiency of numerical models. The GIS provides a platform for high capacity collection, management, manipulation, analysis, modeling and display of spatial data. The conceptual model is created using GIS objects including points, arcs and polygons so that it can accurately represent real world condition. According to the research problem, the geographical model is based on Hypergraph Based Data Structure method, and a conceptual data model has been created from which a physical data model was elaborated in ArcGIS9.3 platform. The groundwater modeling system (GMS) provides a powerful tool for hydrodynamics modeling and it is able to solve complex problems such as the groundwater flow and seawater intrusion. The sand-dune system of Hardelot-Plage (North of France) suffers from a lack of well-developed foredune. This problem is linked to the almost constant saturation of beach sand which is the potential source of dune nourishment. In the south of Hardelot, the coastline is slowly, but constantly retreating. To remedy this situation, a coupling between a GIS and GMS was adopted, in order to find the possible scenarios which could lower the piezometric surface in the concerned area and allow dune nourishment again. The GMS used supports the Modflow-2000 code. A direct approach to designing Modflow finite difference model is tedious and less intuitive, specifically for complex boundary and initial conditions. Therefore, a Modflow model can be developed either using a grid or conceptual model approach. The preparation of input data modeling is tedious and takes a long time. The model created in GMS was calibrated against the historical and observed water level data for 1995–2006. Then a hydrodispersive model (MT3d code in GMS) was launched for evaluating sea-water intrusion. The model was run to generate groundwater and salt concentration scenario during pumping tests.  相似文献   

14.
侯卫生  吴信才  刘修国 《岩土力学》2008,29(6):1685-1690
在分析3D GIS(地理处理系统)技术研究状况的基础上,详细讨论了基于GIS的城市地面沉降信息管理与预测系统的设计思路和功能、体系结构。提出了基于地下水抽汲的地面沉降计算模型的选择原则、基于混合数据模型的地面沉降信息三维建模、数据可视化流程及系统Web发布功能的3层体系结构等解决系统建设中难题的方案。  相似文献   

15.
Hazard maps of ground subsidence around abandoned underground coal mines (AUCMs) in Samcheok, Korea, were constructed using fuzzy ensemble techniques and a geographical information system (GIS). To evaluate the factors related to ground subsidence, a spatial database was constructed from topographic, geologic, mine tunnel, land use, groundwater, and ground subsidence maps. Spatial data, topography, geology, and various ground-engineering data for the subsidence area were collected and compiled in a database for mapping ground-subsidence hazard (GSH). The subsidence area was randomly split 70/30 for training and validation of the models. The relationships between the detected ground-subsidence area and the factors were identified and quantified by frequency ratio (FR), logistic regression (LR) and artificial neural network (ANN) models. The relationships were used as factor ratings in the overlay analysis to create ground-subsidence hazard indexes and maps. The three GSH maps were then used as new input factors and integrated using fuzzy-ensemble methods to make better hazard maps. All of the hazard maps were validated by comparison with known subsidence areas that were not used directly in the analysis. As the result, the ensemble model was found to be more effective in terms of prediction accuracy than the individual model.  相似文献   

16.
Ground subsidence around abandoned underground coal mines can cause much loss of life and property. We analyze factors that can affect ground subsidence around abandoned mines in Jeongahm in Kangwon-do by sensitivity analysis in geographic information system (GIS). Spatial data for the subsidence area, topography and geology and various ground engineering data were collected and used to make a factor raster database for a ground subsidence hazard map. To determine the importance of extracted subsidence-related factors, frequency ratio model and sensitivity analysis were employed. Sensitivity analysis is a method for comparing the combined effects of all factors except one. Sensitivity analysis and its verification showed that using all factors provided 91.61% accuracy. The best accuracy was achieved by not considering the groundwater depth (92.77%) and the worst by not considering the lineament (85.42%). The results show that the distance from the lineament and the distance from the drift highly affected the occurrence of ground subsidence, and the groundwater depth, land use and rock mass rating had the least effects. Thus, we determined causes of ground subsidence in the study area and this information could help in the prediction of ground subsidence in other areas.  相似文献   

17.
选择长三角苏锡常地面沉降最为典型地段—无锡西部至江阴南部地区,系统分析了地面沉降现状及成因机理,建立了地面沉降风险评价指标体系。结合该区实际对体系中的评价指标进行了优选,依据地面沉降分层标监测数据、各评价指标要素对地面沉降灾害的贡献率分别对地面沉降易发性和易损性指标权重进行了修正。在地面沉降易发性、易损性评价基础上,利用GIS进行了地面沉降风险评价,根据评价结果提出了地面沉降风险控制规划建议。  相似文献   

18.
本文介绍了基于MIS和GIS的国内外地下水数值模拟模型的发展.以北京市为研究区,在分析研究区自然地理、水文地质和应用需求基础上,提出采用浏览器/服务器(B/S)与客户机/服务器(C/S)体系结构相结合的方式,建设地下水基础信息库,将研究区概化为非均质各向同性三维非稳定地下水流系统;提出采用"稳定+相对静态+动态"的思路,找到信息系统与地下水流模型输入文件之间的数据接口,通过建立MODFLOW程序的输入文件建立水流数值模型,实现将地下水流模型与信息系统集成,探索地下水数值模拟一体化平台建设和应用.  相似文献   

19.
An integrated GIS-based approach for establishing a spatial and temporal prediction system for groundwater flow and land subsidence is proposed and applied to a subsidence-progressed Japanese coastal plain. Various kinds of fundamental data relating to groundwater flow and land subsidence are digitized and entered into a GIS database. A surface water hydrological cycle simulation is performed using a GIS spatial data operation for the entire plain, and the spatial and temporal groundwater infiltration quantity is hereby obtained. Through the data transformation from the GIS database to a groundwater flow code (MODFLOW), a 3D groundwater flow model is established and unsteady groundwater flow simulation for the past 21 years is conducted with results which compare satisfactorily with observed results. Finally, a Visual Basic code is developed for land subsidence calculations considering aquifer and aquitard deformation. Future land subsidence in the plain is predicted assuming different water pumping scenarios, and the results provide important information for land subsidence mitigation decision-making.  相似文献   

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