DOCSLIB.ORG

User's Guide and Reference

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
User's Guide and Reference IBM Spatial Support for DB2 10 for z/OS User's Guide and Reference IBM GC19-2986 IBM Spatial Support for DB2 10 for z/OS User's Guide and Reference IBM GC19-2986 Notes Before using this information and the product it supports, be sure to read the general information under “Notices” at the end of this information. July 18, 2017 edition This edition applies to IBM Spatial Support for DB2 10 for z/OS, part of Version 2.2 of DB2 Accessories Suite for z/OS, product number 5697-Q02, and to any subsequent releases to IBM Spatial Support for DB2 for z/OS until otherwise indicated in new editions. Make sure that you are using the correct edition for the level of the IBM Spatial Support for DB2 for z/OS offering. © Copyright IBM Corporation 2007, 2013. US Government Users Restricted Rights – Use, duplication or disclosure restricted by GSA ADP Schedule Contract with IBM Corp. Contents About this information ............................. ix Who should read this information ............................ ix DB2 Utilities Suite ................................. ix Terminology and citations............................... ix Accessibility features for DB2 10 for z/OS ......................... x How to send your comments .............................. x How to read syntax diagrams ............................. xi Chapter 1. IBM Spatial Support for DB2 for z/OS .................. 1 The purpose of IBM Spatial Support for DB2 for z/OS ..................... 1 How data represents geographic features .......................... 2 The nature of spatial data .............................. 3 Where spatial data comes from ............................ 4 How features, spatial information, spatial data, and geometries fit together .............. 5 Chapter 2. About geometries ........................... 7 Geometries .................................... 7 Properties of geometries ............................... 8 Types ..................................... 8 Geometry coordinates ............................... 8 | X and Y coordinates ................................ 9 Z coordinates .................................. 9 M coordinates .................................. 9 Interior, boundary, and exterior ............................ 9 Simple or non-simple ............................... 9 Closed .................................... 9 Empty or not empty ................................ 9 Minimum bounding rectangle (MBR) .......................... 10 Dimension................................... 10 Spatial reference system identifier ........................... 10 Chapter 3. Getting started with IBM Spatial Support for DB2 for z/OS ......... 11 System requirements for installing IBM Spatial Support for DB2 for z/OS .............. 11 Setting up and installing spatial support.......................... 11 Verifying the installation of spatial support ......................... 12 Inventory of resources supplied for your database ...................... 13 | Enabling spatial support for the first time ......................... 13 | Enabling spatial support when migrating from the previous version of DB2 .............. 14 Chapter 4. Setting up spatial resources...................... 17 How to use coordinate systems............................. 17 Coordinate systems................................ 17 Geographic coordinate system ............................ 17 Projected coordinate systems ............................ 22 Selecting or creating coordinate systems ......................... 23 How to set up spatial reference systems .......................... 24 Spatial reference systems .............................. 24 Deciding whether to use a default spatial reference system or create a new system .......... 25 Spatial reference systems supplied with IBM Spatial Support for DB2 for z/OS............ 26 Creating a spatial reference system .......................... 28 Conversion factors that transform coordinate data into integers ................. 29 Calculating offset values .............................. 30 Calculating scale factors .............................. 31 Determining minimum and maximum coordinates and measures ................ 32 © Copyright IBM Corp. 2007, 2013 iii Chapter 5. Setting up spatial columns ...................... 35 Spatial columns .................................. 35 Spatial columns with viewable content ......................... 35 Spatial data types ................................ 35 Creating spatial columns ............................... 36 | Creating inline spatial columns ............................. 37 Registering spatial columns .............................. 39 Chapter 6. Populating spatial columns ...................... 41 About importing spatial data ............................. 41 Importing spatial data ................................ 42 Importing shape data to a new or existing table ...................... 42 Chapter 7. Using indexes to access spatial data .................. 43 Spatial indexes .................................. 43 Spatial grid indexes ................................ 43 Generation of spatial grid indexes ........................... 44 Use of spatial functions in a query........................... 44 How a query uses a spatial grid index ......................... 45 Considerations for the number of grid levels and grid sizes ................... 45 Number of grid levels ............................... 45 Grid cell sizes ................................. 46 Creating spatial grid indexes ............................. 50 Chapter 8. Analyzing and generating spatial information .............. 53 Environments for performing spatial analysis ........................ 53 Examples of how spatial functions operate ......................... 53 Functions that use indexes to optimize queries ....................... 54 Chapter 9. Stored procedures .......................... 57 ST_alter_coordsys ................................. 57 ST_alter_srs ................................... 59 ST_create_coordsys ................................. 62 ST_create_index .................................. 64 ST_create_srs ................................... 67 ST_create_srs_2 .................................. 71 ST_drop_coordsys ................................. 75 ST_drop_index .................................. 76 ST_drop_srs ................................... 77 ST_export_shape ................................. 78 ST_import_shape ................................. 81 ST_register_spatial_column .............................. 88 ST_unregister_spatial_column ............................. 90 Chapter 10. Catalog views ........................... 93 The DB2GSE.GEOMETRY_COLUMNS catalog view ...................... 93 The DB2GSE.SPATIAL_REF_SYS catalog view ........................ 93 The DB2GSE.ST_COORDINATE_SYSTEMS catalog view .................... 94 The DB2GSE.ST_GEOMETRY_COLUMNS catalog view .................... 95 The DB2GSE.ST_SIZINGS catalog view .......................... 96 The DB2GSE.ST_SPATIAL_REFERENCE_SYSTEMS catalog view ................. 97 The DB2GSE.ST_UNITS_OF_MEASURE catalog view ..................... 99 Chapter 11. Spatial functions: categories and uses ................ 101 Constructor functions................................ 101 Functions that operate on data exchange formats ..................... 101 A function that creates geometries from coordinates .................... 102 Examples................................... 103 Conversion to well-known text (WKT) representation .................... 105 iv User's Guide and Reference Conversion to well-known binary (WKB) representation ................... 105 Conversion to ESRI shape representation ........................ 106 Conversion to Geography Markup Language (GML) representation ............... 106 Comparison functions ............................... 106 Spatial comparison functions ............................ 108 Functions that compare geographic features ....................... 108 Functions that check whether one geometry contains another .................. 109 ST_Contains .................................. 109 ST_Within .................................. 110 Functions that check intersections between geometries..................... 112 EnvelopesIntersect................................ 113 ST_Intersects ................................. 113 ST_Crosses .................................. 114 ST_Overlaps.................................. 116 ST_Touches .................................. 117 Function that checks whether two geometries are identical ................... 118 ST_Equals .................................. 118 Functions that return coordinate and measure information ................... 119 | ST_Is3D ................................... 120 | ST_IsMeasured ................................. 120 | ST_IsValid .................................. 120 ST_M .................................... 120 ST_MaxM .................................. 120 ST_MaxX ................................... 120 ST_MaxY ................................... 120 ST_MaxZ ................................... 121 ST_MinM................................... 121 ST_MinX ................................... 121 ST_MinY ................................... 121 ST_MinZ ................................... 121 ST_X .................................... 121 ST_Y .................................... 121 ST_Z .................................... 121 Functions that return information about geometries within a geometry ............... 121 ST_Centroid .................................. 121 ST_EndPoint ................................
Load more

Recommended publications
  • Understanding Map Projections
    Understanding Map Projections GIS by ESRI ™ Melita Kennedy and Steve Kopp Copyright © 19942000 Environmental Systems Research Institute, Inc. All rights reserved. Printed in the United States of America. The information contained in this document is the exclusive property of Environmental Systems Research Institute, Inc. This work is protected under United States copyright law and other international copyright treaties and conventions. No part of this work may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying and recording, or by any information storage or retrieval system, except as expressly permitted in writing by Environmental Systems Research Institute, Inc. All requests should be sent to Attention: Contracts Manager, Environmental Systems Research Institute, Inc., 380 New York Street, Redlands, CA 92373-8100, USA. The information contained in this document is subject to change without notice. U.S. GOVERNMENT RESTRICTED/LIMITED RIGHTS Any software, documentation, and/or data delivered hereunder is subject to the terms of the License Agreement. In no event shall the U.S. Government acquire greater than RESTRICTED/LIMITED RIGHTS. At a minimum, use, duplication, or disclosure by the U.S. Government is subject to restrictions as set forth in FAR §52.227-14 Alternates I, II, and III (JUN 1987); FAR §52.227-19 (JUN 1987) and/or FAR §12.211/12.212 (Commercial Technical Data/Computer Software); and DFARS §252.227-7015 (NOV 1995) (Technical Data) and/or DFARS §227.7202 (Computer Software), as applicable. Contractor/Manufacturer is Environmental Systems Research Institute, Inc., 380 New York Street, Redlands, CA 92373- 8100, USA.
    [Show full text]
  • An Efficient Technique for Creating a Continuum of Equal-Area Map Projections
    Cartography and Geographic Information Science ISSN: 1523-0406 (Print) 1545-0465 (Online) Journal homepage: http://www.tandfonline.com/loi/tcag20 An efficient technique for creating a continuum of equal-area map projections Daniel “daan” Strebe To cite this article: Daniel “daan” Strebe (2017): An efficient technique for creating a continuum of equal-area map projections, Cartography and Geographic Information Science, DOI: 10.1080/15230406.2017.1405285 To link to this article: https://doi.org/10.1080/15230406.2017.1405285 View supplementary material Published online: 05 Dec 2017. Submit your article to this journal View related articles View Crossmark data Full Terms & Conditions of access and use can be found at http://www.tandfonline.com/action/journalInformation?journalCode=tcag20 Download by: [4.14.242.133] Date: 05 December 2017, At: 13:13 CARTOGRAPHY AND GEOGRAPHIC INFORMATION SCIENCE, 2017 https://doi.org/10.1080/15230406.2017.1405285 ARTICLE An efficient technique for creating a continuum of equal-area map projections Daniel “daan” Strebe Mapthematics LLC, Seattle, WA, USA ABSTRACT ARTICLE HISTORY Equivalence (the equal-area property of a map projection) is important to some categories of Received 4 July 2017 maps. However, unlike for conformal projections, completely general techniques have not been Accepted 11 November developed for creating new, computationally reasonable equal-area projections. The literature 2017 describes many specific equal-area projections and a few equal-area projections that are more or KEYWORDS less configurable, but flexibility is still sparse. This work develops a tractable technique for Map projection; dynamic generating a continuum of equal-area projections between two chosen equal-area projections.
    [Show full text]
  • Standards and Guidelines for Cadastral Surveys Using GPS
    Table of Contents Foreword ........................................................................................................................................ 3 Part One: Standards for Positional Accuracy ................................................................................ 4 Part Two: GPS Survey Guidelines ................................................................................................ 5 Section One: Field Data Acquisition Methods Section Two: Field Survey Operations and Procedures Cadastral Project Control Cadastral Measurements Section Three: Data Processing and Analysis Section Four: Project Documentation Appendix A: Definitions ............................................................................................................. 16 Appendix B: Computation of Accuracies ................................................................................... 18 Appendix C: References ............................................................................................................. 19 Attachment 1-2 Foreword These Standards and Guidelines provide guidance to the Government cadastral surveyor and other land surveyors in the use of Global Positioning System (GPS) technology to perform Public Land Survey System (PLSS) surveys of the Public Lands of the United States of America. Many sources were consulted during the preparation of this document. These sources included other GPS survey standards and guidelines, technical reports and manuals. Opinions and reviews were also sought from public and
    [Show full text]
  • National Spatial Reference System: "Positioning Changes for 2022"
    National Spatial Reference System “Positioning Changes for 2022” Civil GPS Service Interface Committee Meeting Miami, Florida September 24, 2018 Denis Riordan, PSM NOAA, National Geodetic Survey [email protected] U.S. Department of Commerce National Oceanic & Atmospheric Administration National Geodetic Survey Mission: To define, maintain & provide access to the National Spatial Reference System (NSRS) to meet our Nation’s economic, social & environmental needs National Spatial Reference System * Latitude * Scale * Longitude * Gravity * Height * Orientation & their variations in time U. S. Geometric Datums in 2022 National Spatial Reference System (NSRS) Improvements in the Horizontal Datums TIME NETWORK METHOD NETWORK SPAN ACCURACY OF REFERENCE NAD 27 1927-1986 10 meter (1 part in 100,000) TRAVERSE & TRIANGULATION - GROUND MARKS USED FOR NAD83(86) 1986-1990 1 meter REFERENCING (1 part THE in 100,000) NSRS. NAD83(199x)* 1990-2007 0.1 meter GPS B- orderBECOMES (1 part THE in MEANS 1 million) OF POSITIONING – STILL GRND MARKS. HARN A-order (1 part in 10 million) NAD83(2007) 2007 - 2011 0.01 meter 0.01 meter GPS – CORS STATIONS ARE MEANS (CORS) OF REFERENCE FOR THE NSRS. NAD83(2011) 2011 - 2022 0.01 meter 0.01 meter (CORS) NSRS Reference Basis Old Method - Ground Current Method - GNSS Stations Marks (Terrestrial) (CORS) Why Replace NAD83? • Datum based on best known information about the earth’s size and shape from the early 1980’s (45 years old), and the terrestrial survey data of the time. • NAD83 is NON-geocentric & hence inconsistent w/GNSS . • Necessary for agreement with future ubiquitous positioning of GNSS capability. Future Geometric (3-D) Reference Frame Blueprint for 2022: Part 1 – Geometric Datum • Replace NAD83 with new geometric reference frame – by 2022.
    [Show full text]
  • DOTD Standards for GPS Data Collection Accuracy
    Louisiana Transportation Research Center Final Report 539 DOTD Standards for GPS Data Collection Accuracy by Joshua D. Kent Clifford Mugnier J. Anthony Cavell Larry Dunaway Louisiana State University 4101 Gourrier Avenue | Baton Rouge, Louisiana 70808 (225) 767-9131 | (225) 767-9108 fax | www.ltrc.lsu.edu TECHNICAL STANDARD PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/LA.539 4. Title and Subtitle 5. Report Date DOTD Standards for GPS Data Collection Accuracy September 2015 6. Performing Organization Code 127-15-4158 7. Author(s) 8. Performing Organization Report No. Kent, J. D., Mugnier, C., Cavell, J. A., & Dunaway, L. Louisiana State University Center for GeoInformatics 9. Performing Organization Name and Address 10. Work Unit No. Center for Geoinformatics Department of Civil and Environmental Engineering 11. Contract or Grant No. Louisiana State University LTRC Project Number: 13-6GT Baton Rouge, LA 70803 State Project Number: 30001520 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Louisiana Department of Transportation and Final Report Development 6/30/2014 P.O. Box 94245 Baton Rouge, LA 70804-9245 14. Sponsoring Agency Code 15. Supplementary Notes Conducted in Cooperation with the U.S. Department of Transportation, Federal Highway Administration 16. Abstract The Center for GeoInformatics at Louisiana State University conducted a three-part study addressing accurate, precise, and consistent positional control for the Louisiana Department of Transportation and Development. First, this study focused on Departmental standards of practice when utilizing Global Navigational Satellite Systems technology for mapping-grade applications. Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework (i.e., datums) is summarized in order to support consistent and accurate access to the National Spatial Reference System.
    [Show full text]
  • UNIT-II GPS Systems:NAVSTAR-GLONAAS-Beidou-QZSS-IRNSS-GPS Receivers Based On: Data Type and Yield-Realization of Channels-Signal
    UNIT-II GPS systems:NAVSTAR-GLONAAS-Beidou-QZSS-IRNSS-GPS receivers based on: Data type and yield-Realization of channels-Signal structure:Course Acquisition(code)-Carrier ranging and Navigational message Global Positioning System (GPS), originally Navstar GPS,[1] is a satellite-based radionavigation system owned by the United States government and operated by the United States Space Force.[2] It is one of the global navigation satellite systems (GNSS) that provides geolocation and time information to a GPS receiver anywhere on or near the Earth where there is an unobstructed line of sight to four or more GPS satellites.[3] Obstacles such as mountains and buildings block the relatively weak GPS signals. The GPS does not require the user to transmit any data, and it operates independently of any telephonic or internet reception, though these technologies can enhance the usefulness of the GPS positioning information. The GPS provides critical positioning capabilities to military, civil, and commercial users around the world. The United States government created the system, maintains it, and makes it freely accessible to anyone with a GPS receiver.[4][better source needed] The GPS project was started by the U.S. Department of Defense in 1973, with the first prototype spacecraft launched in 1978 and the full constellation of 24 satellites operational in 1993. Originally limited to use by the United States military, civilian use was allowed from the 1980s following an executive order from President Ronald Reagan.[5] Advances in technology and new demands on the existing system have now led to efforts to modernize the GPS and implement the next generation of GPS Block IIIA satellites and Next Generation Operational Control System (OCX).[6] Announcements from Vice President Al Gore and the Clinton Administration in 1998 initiated these changes, which were authorized by the U.S.
    [Show full text]
  • Gis Sections Proposal
    COORDINATING WORKING PARTY ON FISHERY STATISTICS Sixth Meeting of the Aquaculture Subject Group (AS) and Twenty-seventh meeting of the Fisheries Subject Group (FS) GIS TECHNICAL WORKING GROUP FOR THE CWP HANDBOOK - GIS SECTIONS PROPOSAL Emmanuel Blondel (FAO) – [email protected] 1 CWP – AS 6th Session and FS 27th Session Rome, Italy – 15-16 May 2019 GIS Section Overview Title Definition / Scope Target Spatial reference systems Standards to use for handling a spatial reference system CWP Handbook (SRS) used with fisheries dataset. GIS Section Definitions; rationale; equivalent terminologies; recommended standard format & notations; use of Spatial Reference Identifiers (SRIDs); SRS use cases Geographic coordinates Standards for handling properly geographic coordinates CWP Handbook for reference shapes and fisheries datasets. GIS Section Definitions; rationale; recommended standard formats; Geographic coordinates use cases. Geographic classification Geographic classification and coding systems used for CWP Handbook and coding systems fisheries data. GIS Section General; Types of geographic classification systems (Irregular areas, grid reporting systems, Others); Main geographic Water main areas classification systems (FAO Major Fishing areas, Breakdown of major fishing areas; Geographic coding systems; Geographic information Standards format for data and metadata, and related CWP Data sharing formats & protocols standard protocols. and protocols/ Data formats and protocols; Metadata formats and protocols; Geospatial Section Geographic information Geographic information list of resources of interest for CWP Website resources of interest for CWP the CWP. Geographic information reference web-catalogues; GIS datasets of primary interest; 2 CWP – AS 6th Session and FS 27th Session Rome, Italy – 15-16 May 2019 GIS Section Overview • Handbook GIS Section proposal • Title: Geographic Dimension • Structure 1.
    [Show full text]
  • Comparison of Spherical Cube Map Projections Used in Planet-Sized Terrain Rendering
    FACTA UNIVERSITATIS (NIS)ˇ Ser. Math. Inform. Vol. 31, No 2 (2016), 259–297 COMPARISON OF SPHERICAL CUBE MAP PROJECTIONS USED IN PLANET-SIZED TERRAIN RENDERING Aleksandar M. Dimitrijevi´c, Martin Lambers and Dejan D. Ranˇci´c Abstract. A wide variety of projections from a planet surface to a two-dimensional map are known, and the correct choice of a particular projection for a given application area depends on many factors. In the computer graphics domain, in particular in the field of planet rendering systems, the importance of that choice has been neglected so far and inadequate criteria have been used to select a projection. In this paper, we derive evaluation criteria, based on texture distortion, suitable for this application domain, and apply them to a comprehensive list of spherical cube map projections to demonstrate their properties. Keywords: Map projection, spherical cube, distortion, texturing, graphics 1. Introduction Map projections have been used for centuries to represent the curved surface of the Earth with a two-dimensional map. A wide variety of map projections have been proposed, each with different properties. Of particular interest are scale variations and angular distortions introduced by map projections – since the spheroidal surface is not developable, a projection onto a plane cannot be both conformal (angle- preserving) and equal-area (constant-scale) at the same time. These two properties are usually analyzed using Tissot’s indicatrix. An overview of map projections and an introduction to Tissot’s indicatrix are given by Snyder [24]. In computer graphics, a map projection is a central part of systems that render planets or similar celestial bodies: the surface properties (photos, digital elevation models, radar imagery, thermal measurements, etc.) are stored in a map hierarchy in different resolutions.
    [Show full text]
  • Mind the Gap! a New Positioning Reference
    A new positioning reference Why is the United States adopting NATRF2022? What are we doing about this in Canada? We want to hear from you! • The Canadian Geodetic Survey and the United States • Improved compatibility with Global Navigation • The Canadian Geodetic Survey is working closely National Geodetic Survey have collaborated for Satellite Systems (GNSS), such as GPS, is driving this with the United States National Geodetic Survey in • Send us your comments, the challenges you over a century to provide the fundamental reference change. The geometric reference frames currently defining reference frames to ensure they will also foresee, and any concerns to help inform our path Mind the gap! systems for latitude, longitude and height for their used in Canada and the United States, although be suitable for Canada. forward to either of these organizations: respective countries. compatible with each other, are offset by 2.2 m from • Geodetic agencies from across Canada are A new positioning reference the Earth’s geocentre, whereas GNSS are geocentric. - Canadian Geodetic Survey: nrcan. • Together our reference systems have evolved collaborating on reference system improvements geodeticinformation-informationgeodesique. to meet today’s world of GPS and geographical • Real-time decimetre-level accuracies directly from through the Canadian Geodetic Reference System [email protected] NATRF2022 information systems, while supporting legacy datums GNSS satellites are expected to be available soon. Committee, a working committee of the Canadian
    [Show full text]
  • OMB Circular No. A-16 Revised
    OMB Circular No. A-16 Revised M-11-03, Issuance of OMB Circular A-16 Supplemental Guidance (November 10, 2010) (34 pages, 530 kb) August 19, 2002 TO THE HEADS OF EXECUTIVE DEPARTMENTS AND ESTABLISHMENTS SUBJECT: Coordination of Geographic Information and Related Spatial Data Activities This Circular provides direction for federal agencies that produce, maintain or use spatial data either directly or indirectly in the fulfillment of their mission. This Circular establishes a coordinated approach to electronically develop the National Spatial Data Infrastructure and establishes the Federal Geographic Data Committee (FGDC). The Circular has been revised from the 1990 version to reflect changes in technology, further describe the components of the National Spatial Data Infrastructure (NSDI), and assign agency roles and responsibilities for development of the NSDI. The revised Circular names the Deputy Director for Management of OMB as Vice-Chair of the Federal Geographic Data Committee. TABLE OF CONTENTS BACKGROUND 1. What is the purpose of this Circular? 2. What is the National Spatial Data Infrastructure (NSDI)? a. What is the vision of the NSDI? b. What are the components of the NSDI? (1) What is a data theme? (2) What are metadata? (3) What is the National Spatial Data Clearinghouse? (4) What is a standard? (5) How are NSDI standards developed? (6) What is the importance of collaborative partnerships? (7) What are the federal activities and technologies that support the NSDI? 3. What are the benefits of the NSDI? 4. What is the Federal Geographic Data Committee (FGDC)? a. What is the FGDC structure and membership? b. What are the FGDC procedures? POLICY 5.
    [Show full text]
  • The Light Source Metaphor Revisited—Bringing an Old Concept for Teaching Map Projections to the Modern Web
    International Journal of Geo-Information Article The Light Source Metaphor Revisited—Bringing an Old Concept for Teaching Map Projections to the Modern Web Magnus Heitzler 1,* , Hans-Rudolf Bär 1, Roland Schenkel 2 and Lorenz Hurni 1 1 Institute of Cartography and Geoinformation, ETH Zurich, 8049 Zurich, Switzerland; [email protected] (H.-R.B.); [email protected] (L.H.) 2 ESRI Switzerland, 8005 Zurich, Switzerland; [email protected] * Correspondence: [email protected] Received: 28 February 2019; Accepted: 24 March 2019; Published: 28 March 2019 Abstract: Map projections are one of the foundations of geographic information science and cartography. An understanding of the different projection variants and properties is critical when creating maps or carrying out geospatial analyses. The common way of teaching map projections in text books makes use of the light source (or light bulb) metaphor, which draws a comparison between the construction of a map projection and the way light rays travel from the light source to the projection surface. Although conceptually plausible, such explanations were created for the static instructions in textbooks. Modern web technologies may provide a more comprehensive learning experience by allowing the student to interactively explore (in guided or unguided mode) the way map projections can be constructed following the light source metaphor. The implementation of this approach, however, is not trivial as it requires detailed knowledge of map projections and computer graphics. Therefore, this paper describes the underlying computational methods and presents a prototype as an example of how this concept can be applied in practice. The prototype will be integrated into the Geographic Information Technology Training Alliance (GITTA) platform to complement the lesson on map projections.
    [Show full text]
  • Web-Based Visualization of 3D Geospatial Data Using Java3d
    Exploring Geovisualization Web-Based Visualization of 3D Geospatial Data Gobe Hobona, Philip James, and David Fairbairn Using Java3D University of Newcastle upon Tyne eb-based visualization of 3D geospatial tion for Standardization (ISO), which has adopted the Wdata has long been an area of research Simple Features model as the ISO19125 specification.4 within the geospatial information community. It’s a We’ve developed GeoDOVE, a Java3D-based prototype proven reliable and effective method for integrating het- system that retrieves geospatial data from conventional erogeneous data sets from different application domains spatial database servers, allows modification of the visu- and communicating the contents to the user. Early alization during runtime, and lets users remotely modi- research used the Virtual Reality Modeling Language fy attributes using the Structured Query Language (SQL). (VRML) for creating 2.5D and 3D virtual worlds. Since then, however, researchers have made significant GeoDOVE system architecture advances in geospatial information technology that could The current version of VRML⎯VRML97⎯offers two potentially help improve Web-based 3D geographic infor- approaches for linking a 3D model to external programs mation systems (GISs). For example, the geospatial infor- and data sources: mation community has standardized relational models for holding 3D spa- ■ script nodes and Spatial database servers allow tial data. Researchers have also made ■ the Java external authoring interface (EAI). for the storage and access of significant advances in the develop- 3D geospatial data using Open ment of spatial database engines Although the EAI provides a more flexible approach Geospatial Consortium such as MySQL (see http://www. to linking a VRML model to external programs than the standards.
    [Show full text]