Mean density map for the Italian region by GIS techniques
|
|
|
- Lizbeth Payne
- 10 years ago
- Views:
Transcription
1 BOLLETTINO DI GEOFISICA TEORICA ED APPLICATA VOL. 40, N. 3-4, pp ; SEP.-DEC Mean density map for the Italian region by GIS techniques V. BAIOCCHI (1),M.CRESPI (1) and F. RIGUZZI (2) (1) DITS - Area di Topografia, Università La Sapienza, Roma, Italy (2) Istituto Nazionale di Geofisica, Roma, Italy (Received October 4, 1998; accepted August 5, 1999) Abstract. The knowledge of the mean density of the masses between the Earth s surface and the geoid ( topographic masses ) is remarkably interesting for several geodetic and geophysical investigations; for this purpose, it is very useful to manage these data in digital form. At present the only information available about the mean density of the Italian region is the 1: scale graphical map, published by Vecchia in This map was drawn by computing the mean densities based on many geological maps and profiles, and grouping these values into 8 classes ranging from 1.8 and 3.4 g/cm 3, each class being 0.2 g/cm 3 wide. By first scanning the graphical map, the raster file was then georeferenced in the WGS84 reference frame, taking special care to modelling and removing the deformations due both to the paper and the scanning process. Finally, ASCII files of the mean density values sampled on a 15" 20" (latitude longitude) regular grid and a vector file for convenient data manipulation and representation were produced. The main steps of the data processing were performed in the Intergraph MGE environment and a Fortran 77 service program was written in order to produce the ASCII files in a suitable form. 1. Introduction Italy is an extremely variable region both from a geological and a geomorphologic point of view. This fact implies great variability of the local gravity field with high gravity anomaly (Bouguer and isostatic) values and variations over limited areas. The precision of the gravity reductions needed to compute these gravity anomalies and also of the geoidal undulation estimates is limited by the poor knowledge of the topographic mass densities. This effect is obviously strictly related to the height. In particular, it is possible to show Corresponding author: F. Riguzzi, Istituto Nazionale di Geofisica, Via di Vigna Murata 505, Roma, Italia; phone: ; fax: ; [email protected] 1999 Osservatorio Geofisico Sperimentale 477
2 Boll. Geof. Teor. Appl., 40, BAIOCCHI et al. that a density error of 10% may cause differences of about 1 mgal every 100 m of height in the gravity reduction computations (even excluding the classical topographic corrections). In 1955 Vecchia elaborated a colour paper map of the mean density of the topographic masses above the sea level of the Italian region, aiming to lower these errors and to provide a useful tool for improving the quality of the gravimetric measurement reductions. This map was used to compute the isostatic reduction tables of the gravity measurements (Ballarin, 1960) and to draw the gravimetric map of Italy (Ballarin et al., 1972). In this context it is useful to briefly recall the principal applications of the mean density of the topographic masses both in geodesy and in geophysics (Heiskanen and Moritz, 1967; Torge, 1989): 1. estimation of local quasigeoid by remove-restore technique (Barzaghi et al., 1997): - computation of the contributions to free-air anomalies due to topographic masses (terrain correction) in the remove step; - computation of the free-air anomaly gradient. 2. computation of local geoid from local quasigeoid: - computation of the mean gravity along the plumb line by the Prey reduction, then: g N = + γ ζ H. (1) γ - computation of the Bouguer anomaly Δg B, then: N ζ + Δg γ B H. (2) (N: geoidal undulation, ζ: undulation of the quasigeoid, _ g : mean gravity along the plumb line, _ γ : suitable value of normal gravity, H: orthometric height). 3. investigation of the structure of the earth s crust and upper mantle: - computation of the Bouguer Δg B and isostatic Δg 1 anomalies. 4. gravity inverse problem, applied gravimetry: - removal of the influence of known masses; - constraints on density contrast in the iterative solution according to the optimization method. 5. computation of curvature of plumb line and orthometric correction: - computation of the mean gravity along the plumb line _ g by the Prey reduction. Note that it is possible to roughly evaluate the error in the geoidal undulation N due to the error in the mean density starting from Eq. (2); in fact if we put H=1000 m and assume a 10% error in the mean density, we have an error of 10 mgal in the Bouguer anomaly and an error of 1 cm in the geoidal undulation. Moreover, it has to be underlined that the assumed 10% error in the mean density is not extreme if compared with the large variability of the density in Italy with respect the standard density value 2.67 g/cm
3 Mean density map for the Italian region Boll. Geof. Teor. Appl., 40, The paper map The mean density map was drawn at a 1: scale according to the conical Lambert projection referred to the Italian datum (ROMA40 ellipsoid). The massive effort made by Vecchia was devoted to inspecting all the existing geologic maps (about 300), profiles, papers, field reports and rock density tables. From these tables he established a density scale from 1.8 to 3.4 g/cm 3 divided into 8 classes, each class 0.2 g/cm 3 wide; this interval being in agreement with the mean precision achievable by the analysis of the profiles. Moreover, an additional class for water (density 1.0 g/cm 3 ) was considered. Densities were estimated as weighted means of the densities relative to each formation thickness and belonging to the same geologic series along the vertical, from the surface to the sea level. The 9 mean density classes were represented in the map by 9 different colours contoured by 0.2 mm black lines; the geographic grid was drawn with similar lines. 3. The procedure The density values of the paper map simply become usable if they are converted into digital files. The procedure adopted is based on the use of GIS techniques (Burrough and McDonnel, 1998). First, we carried out a black/white scanning of the map, instead of a color one. This would strongly limit the memory requirement and avoid constant density areas (homogeneous areas) being represented by more than one colour, due to lack of uniformity in the colour of the paper map. As the map is larger than A0 two raster files were created. These files were georeferenced and unified by the Iras B module of MGE with a mean error (30 m) lower than the standard graphic error for the paper map considered (200 m), following some well-tested procedures. More specifically, a contemporary georeferencing and coordinate transformation according to a latitude and longitude regular grid was performed by a five degree affine transformation: x = a 0 + a 1 y + a 2 x + a 3 x 2 + a 4 xy + a 5 y 2 +. y = b 0 + b 1 y + b 2 x + b 3 x 2 + b 4 xy + b 5 y 2 +. as a rectangular grid is more convenient than a conical one to perform the subsequent operations. The transformation parameters were estimated using the known coordinates of all the intersection points between meridians and parallels. The following step was to bound the homogeneous areas by long and generally continuous stripes of black pixels. It was then easy to assign them a colour similar to the original by using an image processing commercial software (Paintshop); we chose a 16 colour palette to limit the memory storage. The georeferenced raster colour file was processed by the Iras C module of MGE to 479
4 Boll. Geof. Teor. Appl., 40, BAIOCCHI et al. Fig. 1- The post processed map with the 11 zones. automatically obtain an ASCII file with the density codes (one code for each density class). This last step implied a discretization of the raster file according to the required resolution (15" 20"), so that a density code could be assigned to each finite element (pixel) stemming from the discretization. Note that the resolution adopted (corresponding approximately to a 450 m 450 m area) was chosen taking into account the standard graphic error, the requirements of 480
5 Mean density map for the Italian region Boll. Geof. Teor. Appl., 40, the geodetic and geophysical investigations and the memory requirements. The number of pixels exceeded 4 million, so that it became necessary to split the map into 11 zones to overcome storage problems during the processing; accordingly 11 files containing density codes were produced automatically. A suitable Fortran 77 program was implemented to clean these files from spurious code values (0 and 1) and to convert them into 11 ASCII files with density a value (density class) and a position for each pixel. In particular, both the ROMA40 and the WGS84 geographic coordinates were indicated, the latter was derived by adopting a mean shift with respect to the former according to the values estimated in the frame of IGM95 GPS campaign adjustment (Surace, 1997). Note that both for latitude and for longitude the shifts are smaller than the standard graphical error, provided the global longitude shift from Greenwich to Roma-Monte Mario (12 27' 08.40") is removed. The map, after processing, with the 11 zones is reproduced in Fig Technical information and data retrieval The ASCII files were named ZONE_1.DAT to ZONE11.DAT and were compressed together in the DENSITY.ZIP file by Winzip (v default compression); the file of the post-processed map is DENSITY.TIF (TIFF format). The memory occupation of each ASCII file ranges from 12.6 Mb to 37.3 Mb (uncompressed) and from 1.5 Mb to 4.5 Mb (compressed); the DENSITY.ZIP file requires 36.0 Mb and the DENSITY.TIF file 0.25 Mb. It is possible to request this document and all the files mentioned at the internet address [email protected]. The density map is available at the Internet site Web site of the Istituto Nazionale di Geofisica. Acknowledgments. The authors wish to acknowledge Fernando Sansò for his helpful suggestions. References Ballarin S.; 1960: Introduzione alle tabelle per la riduzione isostatica delle misure di gravità. Raccolta de Il Bollettino Risponde dal 1950 al 1995, Bollettino di Geodesia e Scienze Affini, 19, Ballarin S., Palla B. and Trombetti C.; 1972: The construction of the Gravimetric Map of Italy. Pubblicazioni della Commissione Geodetica Italiana, terza serie, memoria n. 19. Barzaghi R., Brovelli M., Manzino A., Sansò F., Sguerso D. and Sona G.; 1997: Il Geoide in Italia e le sue future applicazioni. Atti dello Workshop La Geodesia Spaziale nel Mediterraneo, Cagliari 27 e 28 febbraio Burrough P. A. and McDonnel R. A.; 1998: Principles of Geographical Information Systems. Oxford University Press. Heiskanen W. A. and Moritz H.; 1967: Physical geodesy. Freeman, San Francisco. Surace L.; 1997: La nuova rete geodetica nazionale IGM95: risultati e prospettive di utilizzazione. Bollettino di geodesia e Scienze Affini, 56,
6 Boll. Geof. Teor. Appl., 40, BAIOCCHI et al. Torge W.; 1989: Gravimetry. Walter de Gruyter Editor, Berlino New York. Vecchia O.; 1955: Carta della densità media sino al livello del mare in Italia. Pubblicazioni della Commissione Geodetica Italiana, terza serie, memoria n
GEOGRAPHIC INFORMATION SYSTEMS CERTIFICATION
GEOGRAPHIC INFORMATION SYSTEMS CERTIFICATION GIS Syllabus - Version 1.2 January 2007 Copyright AICA-CEPIS 2009 1 Version 1 January 2007 GIS Certification Programme 1. Target The GIS certification is aimed
International Gravity Field Service (IGFS)
IAG Services: International Gravity Field Service (IGFS) 1 International Gravity Field Service (IGFS) http://www.gravityfield.org Chairman: Renè Forsberg (Denmark, 2011-2013) - Riccardo Barzaghi (Italy,
High Precision Geoid Determination of Austria Using Heterogeneous Data
High Precision Geoid Determination of Austria Using Heterogeneous Data Norbert Kühtreiber Department of Positioning and Navigation, Institute of Geodesy, TU-Graz, Steyrergasse 30, A-8010 Graz, Austria
EPSG. Coordinate Reference System Definition - Recommended Practice. Guidance Note Number 5
European Petroleum Survey Group EPSG Guidance Note Number 5 Coordinate Reference System Definition - Recommended Practice Revision history: Version Date Amendments 1.0 April 1997 First release. 1.1 June
INTEGRATED ANALYSIS OF THE ENVIRONMENTAL MONITORING MEASUREMENTS IN THE GEODYNAMIC TEST NETWORK SÓSKÚT
PERIODICA POLYTECHNICA SER. CIV. ENG. VOL. 46, NO. 2, PP. 159 168 (2002) INTEGRATED ANALYSIS OF THE ENVIRONMENTAL MONITORING MEASUREMENTS IN THE GEODYNAMIC TEST NETWORK SÓSKÚT József ÁDÁM, László BÁNYAI,
Introduction to GIS (Basics, Data, Analysis) & Case Studies. 13 th May 2004. Content. What is GIS?
Introduction to GIS (Basics, Data, Analysis) & Case Studies 13 th May 2004 Content Introduction to GIS Data concepts Data input Analysis Applications selected examples What is GIS? Geographic Information
The Map Grid of Australia 1994 A Simplified Computational Manual
The Map Grid of Australia 1994 A Simplified Computational Manual The Map Grid of Australia 1994 A Simplified Computational Manual 'What's the good of Mercator's North Poles and Equators, Tropics, Zones
TUTORIAL MOVE 2009.1: 3D MODEL CONSTRUCTION FROM SURFACE GEOLOGICAL DATA
UNIVERSITÁ DEGLI STUDI DI MILANO FACOLTÀ DI SCIENZE MATEMATICHE FISICHE E NATURALI DIPARTIMENTO DI SCIENZE DELLA TERRA ARDITO DESIO TUTORIAL MOVE 2009.1: 3D MODEL CONSTRUCTION FROM SURFACE GEOLOGICAL DATA
Gravitational potential
Gravitational potential Let s assume: A particle of unit mass moving freely A body of mass M The particle is attracted by M and moves toward it by a small quantity dr. This displacement is the result of
WHAT YOU NEED TO USE THE STATE PLANE COORDINATE SYSTEMS
WHAT YOU NEED TO USE THE STATE PLANE COORDINATE SYSTEMS N & E State Plane Coordinates for Control Points AZIMUTHS - True, Geodetic, or Grid - Conversion from Astronomic to Geodetic (LaPlace Correction)
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS KEY CONCEPTS: In this session we will look at: Geographic information systems and Map projections. Content that needs to be covered for examination
APPLY EXCEL VBA TO TERRAIN VISUALIZATION
APPLY EXCEL VBA TO TERRAIN VISUALIZATION 1 2 Chih-Chung Lin( ), Yen-Ling Lin ( ) 1 Secretariat, National Changhua University of Education. General Education Center, Chienkuo Technology University 2 Dept.
Vertical Datums: An Introduction and Software Review
Vertical Datums: An Introduction and Software Review Areas to Cover Theoretical Introduction Representation in EPSG Representation in OGC WKT Incorporation in PROJ.4 Incorporation in GDAL Future Work Introduction
Development of new hybrid geoid model for Japan, GSIGEO2011. Basara MIYAHARA, Tokuro KODAMA, Yuki KUROISHI
Development of new hybrid geoid model for Japan, GSIGEO2011 11 Development of new hybrid geoid model for Japan, GSIGEO2011 Basara MIYAHARA, Tokuro KODAMA, Yuki KUROISHI (Published online: 26 December 2014)
Shape and depth solutions form third moving average residual gravity anomalies using the window curves method
Kuwait J. Sci. Eng. 30 2) pp. 95-108, 2003 Shape and depth solutions form third moving average residual gravity anomalies using the window curves method EL-SAYED M. ABDELRAHMAN, TAREK M. EL-ARABY AND KHALID
Maintaining High Accuracy in Modern Geospatial Data
Maintaining High Accuracy in Modern Geospatial Data Patrick Cunningham President [email protected] www.bluemarblegeo.com +1 (207) 582 6747 Copyright 2010 Blue Marble Geographics Concepts Geodesy -
Geomatics Guidance Note 3
Geomatics Guidance Note 3 Contract area description Revision history Version Date Amendments 5.1 December 2014 Revised to improve clarity. Heading changed to Geomatics. 4 April 2006 References to EPSG
The Basics of Navigation
The Basics of Navigation Knowledge of map reading and the use of the compass is an indispensable skill of bushcraft. Without this skill, a walker is a passenger and mere follower on a trip. To become a
*UDYLW\)LHOG7XWRULDO
% *UDYLW\)LHOG7XWRULDO The formulae and derivations in the following Chapters 1 to 3 are based on Heiskanen and Moritz (1967) and Lambeck (1990). ([SDQVLRQRIWKHJUDYLWDWLRQDOSRWHQWLDOLQWRVSKHULFDOKDUPRQLFV
Case Study Australia. Dr John Dawson A/g Branch Head Geodesy and Seismic Monitoring Geoscience Australia. Chair UN-GGIM-AP WG1 Chair APREF.
Case Study Australia Dr John Dawson A/g Branch Head Geodesy and Seismic Monitoring Geoscience Australia Chair UN-GGIM-AP WG1 Chair APREF Page 1 Overview 1. Australian height system Australian Height Datum
CHAPTER 9 SURVEYING TERMS AND ABBREVIATIONS
CHAPTER 9 SURVEYING TERMS AND ABBREVIATIONS Surveying Terms 9-2 Standard Abbreviations 9-6 9-1 A) SURVEYING TERMS Accuracy - The degree of conformity with a standard, or the degree of perfection attained
GNSS permanent stations as the part of integrated geodetic system in Estonia
GNSS permanent stations as the part of integrated geodetic system in Estonia Karin Kollo (MSc) Department of Geodesy Estonian Land Board United Nations/Croatia Workshop on the applications of Global Navigation
Earth Coordinates & Grid Coordinate Systems
Earth Coordinates & Grid Coordinate Systems How do we model the earth? Datums Datums mathematically describe the surface of the Earth. Accounts for mean sea level, topography, and gravity models. Projections
GPS LOCATIONS FOR GIS: GETTING THEM RIGHT THE FIRST TIME
GPS LOCATIONS FOR GIS: GETTING THEM RIGHT THE FIRST TIME Caroline Erickson and Pierre Héroux Geodetic Survey Division, Geomatics Canada Natural Resources Canada 615 Booth Street Ottawa, Ontario K1A 0E9
FROM DRAWING ANTICLINE AXES TO 3D MODELLING OF SEISMOGENIC SOURCES: EVOLUTION OF SEISMOTECTONIC MAPPING IN THE PO PLAIN
FROM DRAWING ANTICLINE AXES TO 3D MODELLING OF SEISMOGENIC SOURCES: EVOLUTION OF SEISMOTECTONIC MAPPING IN THE PO PLAIN Burrato P.*, Maesano F. E. *, D Ambrogi C.**, Toscani G., Valensise G.* (*) INGV,
MGL Avionics. MapMaker 2. User guide
MGL Avionics MapMaker 2 User guide General The MGL Avionics MapMaker application is used to convert digital map images into the raster map format suitable for MGL EFIS systems. Note: MapMaker2 produces
Adaptation of High Resolution Ikonos Images to Googleearth for Zonguldak Test Field
Adaptation of High Resolution Ikonos Images to Googleearth for Zonguldak Test Field Umut G. SEFERCIK, Murat ORUC and Mehmet ALKAN, Turkey Key words: Image Processing, Information Content, Image Understanding,
量 說 Explanatory Notes on Geodetic Datums in Hong Kong
量 說 Explanatory Notes on Geodetic Datums in Hong Kong Survey & Mapping Office Lands Department 1995 All Right Reserved by Hong Kong Government 留 CONTENTS INTRODUCTION............... A1 HISTORICAL BACKGROUND............
Assessment Tasks Pass theory exams at > 70%. Meet, or exceed, outcome criteria for projects and assignments.
CENTRAL OREGON COMMUNITY COLLEGE: GEOGRAPHIC INFORMATION SYSTEM PROGRAM 1 CENTRAL OREGON COMMUNITY COLLEGE Associate Degree Geographic Information Systems Program Outcome Guide (POG) Program Outcome Guide
Spatial Data Analysis
14 Spatial Data Analysis OVERVIEW This chapter is the first in a set of three dealing with geographic analysis and modeling methods. The chapter begins with a review of the relevant terms, and an outlines
Create a folder on your network drive called DEM. This is where data for the first part of this lesson will be stored.
In this lesson you will create a Digital Elevation Model (DEM). A DEM is a gridded array of elevations. In its raw form it is an ASCII, or text, file. First, you will interpolate elevations on a topographic
Climate and Global Dynamics e-mail: [email protected] National Center for Atmospheric Research phone: (303) 497-1761 Boulder, CO 80307
Sean C. Swenson Climate and Global Dynamics P.O. Box 3000 [email protected] National Center for Atmospheric Research (303) 497-1761 Boulder, CO 80307 Education Ph.D. University of Colorado at Boulder,
Introduction to GIS. Dr F. Escobar, Assoc Prof G. Hunter, Assoc Prof I. Bishop, Dr A. Zerger Department of Geomatics, The University of Melbourne
Introduction to GIS 1 Introduction to GIS http://www.sli.unimelb.edu.au/gisweb/ Dr F. Escobar, Assoc Prof G. Hunter, Assoc Prof I. Bishop, Dr A. Zerger Department of Geomatics, The University of Melbourne
MERIDIANO ITALY S PRIME MERIDIAN
MERIDIANO ITALY S PRIME MERIDIAN Allan Ceen December 2002 INTRODUCTION The purpose of this exhibit is to use maps of Rome and Italy to illustrate the national prime meridian which passes through Monte
SIO 229 Gravity and Geomagnetism: Class Description and Goals
SIO 229 Gravity and Geomagnetism: Class Description and Goals This graduate class provides an introduction to gravity and geomagnetism at a level suitable for advanced non-specialists in geophysics. Topics
UTM Zones for the US UTM UTM. Uniform strips Scalable coordinates
UTM UTM Uniform strips Scalable coordinates Globally consistent, most popular projection/coordinate system for regional to global scale geospatial data (i.e. satellite images global scale datasets USGS/EDC)
Metadata for Big River Watershed Geologic and Geomorphic Data
Metadata for Big River Watershed Geologic and Geomorphic Data Metadata are descriptions and information regarding compiled data. This appendix contains the metadata that describes the compiled data used
Terrain-Related Gravimetric Quantities Computed for the Next EGM
Terrain-Related Gravimetric Quantities Computed for the Next EGM Nikolaos K. Pavlis 1, John K. Factor 2, and Simon A. Holmes 1 1 SGT, Inc., 7701 Greenbelt Road, Suite 400, Greenbelt, Maryland 20770, USA,
Congreso Internacional Geomática Andina 2012 4 y 5 de junio, Bogotá, D. C., Colombia
Claudio Brunini SIRGAS President UNLP - CONICET Argentina Laura Sánchez SIRGAS Vice-President DGFI - Germany William Martínez SIRGAS WGII President IGAC - Colombia María Viriginia Mackern SIRGAS - WGI
3D VISUALIZATION OF GEOTHERMAL WELLS DIRECTIONAL SURVEYS AND INTEGRATION WITH DIGITAL ELEVATION MODEL (DEM)
Presented at Short Course VII on Exploration for Geothermal Resources, organized by UNU-GTP, GDC and KenGen, at Lake Bogoria and Lake Naivasha, Kenya, Oct. 27 Nov. 18, 2012. GEOTHERMAL TRAINING PROGRAMME
We would like to thank the reviewer for their detailed comments and suggestions for the
Response prepared for reviewer #1 We would like to thank the reviewer for their detailed comments and suggestions for the manuscript. We believe that the comments have identified important areas which
New combined geoid solution HGTUB2007 for Hungary
New combined geoid solution HGTUB007 for Hungary Gy. Tóth Budapest University of Technology and Economics, Department of Geodesy and Surveying and Physical Geodesy and Geodynamics Research Group of BUTE-HAS,
GPS ALIGNMENT SURVEYS AND MERIDIAN CONVERGENCE
GPS ALIGNMENT SURVEYS AND MERIDIAN CONVERGENCE By Tomás Soler, 1 Member, ASCE, and Rudolf J. Fury 2 ABSTRACT: Since the advent of the Global Positioning System (GPS), geodetic azimuths can be accurately
Raster Data Structures
Raster Data Structures Tessellation of Geographical Space Geographical space can be tessellated into sets of connected discrete units, which completely cover a flat surface. The units can be in any reasonable
Key words: Laser Scanning, LIDAR, Surveying and Mapping, Point Cloud, Geospatial software
Volume 5, Issue 5, May 2015 ISSN: 2277 128X International Journal of Advanced Research in Computer Science and Software Engineering Research Paper Available online at: www.ijarcsse.com Comparative Study
Cartographic Projections
Cartographic Projections Cartographic Projections Paolo Zatelli Alfonso Vitti Dept. Civil and Environmental Engineering University of Trento Paolo Zatelli University of Trento 1 / 18 Cartographic Projections
Protection of the Environment and Modelling Surface Movements in GIS in the East Slovak Region
Protection of the Environment and Modelling Surface Movements in GIS in the East Slovak Region Vladimír SEDLÁK, Soňa MOLČÍKOVÁ, Viera HURČÍKOVÁ, Milan FRAJT and Peter MIŠOVIC, Slovakia Key words: 3D deformations,
GNSS in Practical Determination of Regional Heights
6 GNSS in Practical Determination of Regional Heights Bihter Erol and Serdar Erol Istanbul Technical University, Civil Engineering Faculty Department of Geomatics Engineering Turkey 1. Introduction Describing
A User-Friendly Data Mining System. J. Raul Ramirez, Ph.D. The Ohio State University Center for Mapping [email protected]
A User-Friendly Data Mining System J. Raul Ramirez, Ph.D. The Ohio State University Center for Mapping [email protected] 1. Introduction Image acquisition of the Earth's surface has become a common
A guide to coordinate systems in Great Britain
A guide to coordinate systems in Great Britain An introduction to mapping coordinate systems and the use of GPS datasets with Ordnance Survey mapping D00659 v2.3 Mar 2015 Crown copyright Page 1 of 43 Contents
Searching Land Records thru the BLM General Land Office Records.
Searching Land Records thru the BLM General Land Office Records. Land Records can be an exciting addition to your family history search. The United States Government transferred ownership of land to millions
Lecture 2. Map Projections and GIS Coordinate Systems. Tomislav Sapic GIS Technologist Faculty of Natural Resources Management Lakehead University
Lecture 2 Map Projections and GIS Coordinate Systems Tomislav Sapic GIS Technologist Faculty of Natural Resources Management Lakehead University Map Projections Map projections are mathematical formulas
The Chief Directorate: National
Surveying The South African Coordinate Reference System (Part 1) by Aslam Parker, Chief Directorate: National Geo-spatial Information This article will define the various elements of the South African
Tutorial case study D (GIS import)
GeoModeller User Manual Tutorial case study D (GIS ) 1 Tutorial case study D (GIS ) 3D GeoModeller User Manual and Tutorials Author: Desmond Fitzgerald, Intrepid Geophysics Editor: Claire Edwards, Intrepid
Data Storage 3.1. Foundations of Computer Science Cengage Learning
3 Data Storage 3.1 Foundations of Computer Science Cengage Learning Objectives After studying this chapter, the student should be able to: List five different data types used in a computer. Describe how
COURSE OUTLINE GEOL 204 MINING COMPUTING 45 HOURS 1.5 CREDITS
APPLIED SCIENCE AND MANAGEMENT DIVISION School of Science Fall, 2014 COURSE OUTLINE GEOL 204 MINING COMPUTING 45 HOURS 1.5 CREDITS PREPARED BY: Joel Cubley, Instructor DATE: APPROVED BY: Margaret Dumkee,
Towards the Realization of Geo-Referencing Infrastructure for Dynamic Japan (GRID-Japan) Hiromichi TSUJI and Kazuo KOMAKI
1 Towards the Realization of Geo-Referencing Infrastructure for Dynamic Japan (GRID-Japan) Hiromichi TSUJI and Kazuo KOMAKI Abstract The recent change of the geodetic reference system of Japan from the
PRODUCT SPECIFICATION for RASTER NAVIGATIONAL CHARTS (RNC)
INTERNATIONAL HYDROGRAPHIC ORGANIZATION PRODUCT SPECIFICATION for RASTER NAVIGATIONAL CHARTS (RNC) 1st Edition, January 1999 Special Publication No. 61 published by the International Hydrographic Bureau
GNSS and Heighting, Practical Considerations. A Parker National Geo-spatial Information Department of Rural Development and Land Reform
GNSS and Heighting, Practical Considerations A Parker National Geo-spatial Information Department of Rural Development and Land Reform GNSS Global Navigation Satellite Systems (GNSS) Global Positioning
Trimble Geomatics Office. User Guide
Trimble Geomatics Office User Guide Version 1.6 Part Number 46741-20-ENG Revision A April 2002 Corporate Office Trimble Navigation Limited Engineering and Construction Division 5475 Kellenburger Road Dayton,
CO 2 storage science development and application in Italy
CO 2 storage science development and application in Italy Salvatore Lombardi Carbon Sequestration Leadership Forum, 16-19 April 2013 Rome, Italy Objectives Site selection and characterization Acquisition
The Status of Geospatial Information Management in China
The Status of Geospatial Information Management in China Submitted by the National Administration of Surveying, Mapping and Geoinformation of China 1. Administration System The National Administration
Using Geocoded TIFF & JPEG Files in ER Mapper 6.3 with SP1. Eric Augenstein Earthstar Geographics Web: www.es-geo.com
Using Geocoded TIFF & JPEG Files in ER Mapper 6.3 with SP1 Eric Augenstein Earthstar Geographics Web: www.es-geo.com 1 Table of Contents WHAT IS NEW IN 6.3 SP1 REGARDING WORLD FILES?...3 WHAT IS GEOTIFF
LANDSLIDE MONITORING IN THE CONTEXT OF SUSTAINABLE DEVELOPMENT
LANDSLIDE MONITORING IN THE CONTEXT OF SUSTAINABLE DEVELOPMENT S.I. HERBAN1, Clara-Beatrice VÎLCEANU2 1,2 Politehnica University of Timişoara, Faculty of Civil Engineering, Department of Land Measurements
Remote Sensing, GPS and GIS Technique to Produce a Bathymetric Map
Remote Sensing, GPS and GIS Technique to Produce a Bathymetric Map Mark Schnur EES 5053 Remote Sensing Fall 2007 University of Texas at San Antonio, Department of Earth and Environmental Science, San Antonio,
Institute of Natural Resources Departament of General Geology and Land use planning Work with a MAPS
Institute of Natural Resources Departament of General Geology and Land use planning Work with a MAPS Lecturers: Berchuk V.Y. Gutareva N.Y. Contents: 1. Qgis; 2. General information; 3. Qgis desktop; 4.
DEVELOPMENT OF HYBRID VECTORIZING SOFTWARE FOR DIGITIZATION OF CADASTRAL MAPS
DEVELOPMENT OF HYBRID VECTORIZING SOFTWARE FOR DIGITIZATION OF CADASTRAL MAPS Byoungjun SEO, Jaejoon JEONG, Jaebin LEE and Prof. Yongil KIM, Korea ABSTRACT The Cadastral map is a basic data that prescribes
Visualization of 2D Domains
Visualization of 2D Domains This part of the visualization package is intended to supply a simple graphical interface for 2- dimensional finite element data structures. Furthermore, it is used as the low
John F. Cotton College of Architecture & Environmental Design California Polytechnic State University San Luis Obispo, California JOHN F.
SO L I DMO D E L I N GAS A TO O LFO RCO N S T RU C T I N SO G LA REN V E LO PE S by John F. Cotton College of Architecture & Environmental Design California Polytechnic State University San Luis Obispo,
Keywords: coordinate systems, latitude, longitude, georeferencing, global positioning system, GPS, geodetic datum, ellipsoid, geocoding, postal code
Core Curriculum-Geographic Information Science (1997-2000) UCSB Peer Reviewed Title: Units 012-017 - Position on the Earth Book Title: Core Curriculum in Geographic Information Science Author: 012-017,
Digital Terrain Model Grid Width 10 m DGM10
Digital Terrain Model Grid Width 10 m Status of documentation: 23.02.2015 Seite 1 Contents page 1 Overview of dataset 3 2 Description of the dataset contents 4 3 Data volume 4 4 Description of the data
Under GIS Data select Hydrography This will show all of the state-wide options for hydrography data. For this project, we want the seventh entry in
Introductory Exercises for GIS Using ArcMap & ArcCatalog GIS Cyberinfrastructure Module EEB 5894, section 10 Please refer to the ESRI online GIS Dictionary for additional details on any of the terms in
DAMAGED ROAD TUNNEL LASER SCANNER SURVEY
University of Brescia - ITALY DAMAGED ROAD TUNNEL LASER SCANNER SURVEY Prof. Giorgio Vassena [email protected] WORKFLOW - Demand analysis - Instruments choice - On field operations planning - Laser
Digital Cadastral Maps in Land Information Systems
LIBER QUARTERLY, ISSN 1435-5205 LIBER 1999. All rights reserved K.G. Saur, Munich. Printed in Germany Digital Cadastral Maps in Land Information Systems by PIOTR CICHOCINSKI ABSTRACT This paper presents
APLS 2011. GIS Data: Classification, Potential Misuse, and Practical Limitations
APLS 2011 GIS Data: Classification, Potential Misuse, and Practical Limitations GIS Data: Classification, Potential Misuse, and Practical Limitations Goals & Objectives Develop an easy to use geospatial
Prof. Ludovico Biagi. Satellite Navigation and Monitoring
Prof. Ludovico Biagi Satellite Navigation and Monitoring Navigation: trajectories control positions estimations in real time, at high frequency popular applications: low accuracy (10 m) required specific
NGA GRID GUIDE HOW TO USE ArcGIS 8.x ANS 9.x TO GENERATE MGRS AND OTHER MAP GRIDS
GEOSPATIAL SCIENCES DIVISION COORDINATE SYSTEMS ANALYSIS TEAM (CSAT) SEPTEMBER 2005 Minor Revisions March 2006 POC Kurt Schulz NGA GRID GUIDE HOW TO USE ArcGIS 8.x ANS 9.x TO GENERATE MGRS AND OTHER MAP
Notes on Elastic and Inelastic Collisions
Notes on Elastic and Inelastic Collisions In any collision of 2 bodies, their net momentus conserved. That is, the net momentum vector of the bodies just after the collision is the same as it was just
A System for Capturing High Resolution Images
A System for Capturing High Resolution Images G.Voyatzis, G.Angelopoulos, A.Bors and I.Pitas Department of Informatics University of Thessaloniki BOX 451, 54006 Thessaloniki GREECE e-mail: [email protected]
What are map projections?
Page 1 of 155 What are map projections? ArcGIS 10 Within ArcGIS, every dataset has a coordinate system, which is used to integrate it with other geographic data layers within a common coordinate framework
2 GIS concepts. 2.1 General GIS principles
2 GIS concepts To use GIS effectively, it is important to understand the basic GIS terminology and functionality. While each GIS software has slightly different naming conventions, there are certain principles
LIDAR and Digital Elevation Data
LIDAR and Digital Elevation Data Light Detection and Ranging (LIDAR) is being used by the North Carolina Floodplain Mapping Program to generate digital elevation data. These highly accurate topographic
Plate Tectonics: Big Ideas. Plate Tectonics. Plate Tectonics. The unifying concept of the Earth sciences.
Plate Tectonics: Big Ideas Our understanding of Earth is continuously refined. Earth s systems are dynamic; they continually react to changing influences from geological, hydrological, physical, chemical,
WGS AGD GDA: Selecting the correct datum, coordinate system and projection for north Australian applications
internal report WGS AGD GDA: Selecting the correct datum, coordinate system and projection for north Australian applications JBC Lowry Hydrological and Ecological Processes Program Environmental Research
Representing Geography
3 Representing Geography OVERVIEW This chapter introduces the concept of representation, or the construction of a digital model of some aspect of the Earth s surface. The geographic world is extremely
THE EARTH S GRAVITY OUTLINE
THE EARTH S GRAVITY OUTLINE The Earth s gravitational field Newton s law of gravitation: F grav = GMm/r 2 ; Gravitational field = gravitational acceleration g; gravitational potential, equipotential surfaces.
A Comparison of Functional and Imperative Programming Techniques for Mathematical Software Development
A Comparison of Functional and Imperative Programming Techniques for Mathematical Software Development Scott Frame and John W. Coffey Department of Computer Science University of West Florida Pensacola,
