Generic Mapping Tools GMT(1)

Total Page:16

File Type:pdf, Size:1020Kb

Generic Mapping Tools GMT(1) GMT(1) Generic Mapping Tools GMT(1) NAME GMT − The Generic Mapping Tools data processing and display software package INTRODUCTION GMT is a collection of public-domain Unix tools that allows you to manipulate x,y and x,y,z data sets (fil- tering, trend fitting, gridding, projecting, etc.) and produce PostScript illustrations ranging from simple x-y plots, via contour maps, to artificially illuminated surfaces and 3-D perspective views in black/white or full color.Linear,log10, and power scaling is supported in addition to 25 common map projections. The pro- cessing and display routines within GMT are completely general and will handle any(x,y) or (x,y,z) data as input. SYNOPSIS GMT is also a wrapper script that can start anyofthe programs: GMT module module-options where module is the name of a GMT program and the options are those that pertain to that particular pro- gram. GMT OVERVIEW The following is a summary of all the programs supplied with GMT and a very short description of their purpose. Detailed information about each program can be found in the separate manual pages. blockmean L2 (x,y,z) data filter/decimator blockmedian L1 (x,y,z) data filter/decimator blockmode Mode (x,y,z) data filter/decimator filter1d Filter 1-D data sets (time series) fitcircle Finds the best-fitting great circle to a set of points gmt2rgb Convert Sun rasterfile or grid to r,g,bgrids gmtconvert Convert between ASCII and binary 1-D tables gmtdefaults List the current default settings gmtmath Mathematical operations on data tables gmtset Set individual default parameters gmtselect Extract data subsets based on spatial criteria grdfilter Filter 2-D data sets in the space domain grd2cpt Makeacolor palette table from grid files grd2xyz Conversion from 2-D grid file to table data grdblend Blend several partially over-lapping grid files onto one grid grdclip Limit the z-range in gridded data grdcontour Contouring of 2-D gridded data grdcut Cut a sub-region from a grid file grdedit Modify header information in a 2-D grid file grdfft Operate on grid files in the wav enumber (or frequency) domain grdgradient Compute directional gradient from grid files grdhisteq Histogram equalization for grid files grdimage Produce images from 2-D gridded data grdinfo Get information about grid files grdlandmask Create mask grid file from shoreline data base grdmask Reset nodes outside a clip path to a constant grdmath Mathematical operations on grid files grdpaste Paste together grid files along a common edge grdproject Project gridded data onto a newcoordinate system grdreformat Converting between different grid file formats grdsample Resample a 2-D gridded data set onto a newgrid grdtrend Fits polynomial trends to grid files grdtrack Sampling of 2-D data set along 1-D track GMT 4.5.18 1July 2018 1 GMT(1) Generic Mapping Tools GMT(1) grdvector Plot vector fields from grid files grdview 3-D perspective imaging of 2-D gridded data grdvolume Volume calculations from 2-D gridded data greenspline Interpolation using Green’sfunctions for splines in 1-3 dimensions makecpt Makecolor palette tables mapproject Forward or inverse map projections of table data minmax Find extreme values in data tables nearneighbor Nearest-neighbor gridding scheme project Project data onto lines/great circles ps2raster Crop and convert PostScript files to raster images, EPS, and PDF psbasemap Create a basemap plot psclip Use polygon files to define clipping paths pscoast Plot coastlines and filled continents on maps pscontour Contour xyz-data by triangulation pshistogram Plot a histogram psimage Plot images (EPS or Sun raster files) on maps pslegend Plot legend on maps psmask Create overlay to mask out regions on maps psrose Plot sector or rose diagrams psscale Plot gray scale or color scale on maps pstext Plot text strings on maps pswiggle Drawtime-series along track on maps psxy Plot symbols, polygons, and lines on maps psxyz Plot symbols, polygons, and lines in 3-D sample1d Resampling of 1-D table data sets spectrum1d Compute various spectral estimates from time-series splitxyz Split xyz-files into several segments surface Acontinuous curvature gridding algorithm trend1d Fits polynomial or Fourier trends to y = f(x) data trend2d Fits polynomial trends to z = f(x,y) data triangulate Perform optimal Delaunay triangulation and gridding xyz2grd Convert equidistant xyz data to a 2-D grid file SEE ALSO Look up the individual man pages for more details and full syntax. Run GMT without options to list all GMT programs and to showall installation directories. Information is also available on the GMT home page gmt.soest.hawaii.edu REFERENCES Wessel, P., and W.H.F.Smith, 2018, The Generic Mapping Tools (GMT) version 4.5.18 Technical Refer- ence & Cookbook, SOEST/NOAA. Wessel, P., and W.H.F.Smith, 1998, New, ImprovedVersion of Generic Mapping Tools Released, EOS Trans., AGU, 79 (47), p. 579. Wessel, P., and W.H.F.Smith, 1995, NewVersion of the Generic Mapping Tools Released, EOS Trans., AGU, 76 (33), p. 329. Wessel, P., and W.H.F.Smith, 1995, NewVersion of the Generic Mapping Tools Released, http://www.agu.org/eos_elec/95154e.html, Copyright 1995 by the American Geophysical Union. Wessel, P., and W.H.F.Smith, 1991, Free Software Helps Map and Display Data, EOS Trans., AGU, 72 (41), p. 441. GMT 4.5.18 1July 2018 2 BLOCKMEAN(1) Generic Mapping Tools BLOCKMEAN(1) NAME blockmean − filter to block average (x,y,z)data by L2 norm SYNOPSIS blockmean [ xyz[w]file(s) ] −Ixinc[unit][=|+][/yinc[unit][=|+]] −Rxmin/xmax/ymin/ymax[r][−C ][−E ][ −F ][−H[i][nrec]][−S[w|z]][−V ][−W[io]][−:[i|o]][−b[i|o][s|S|d|D[ncol]|c[var1/...]] ] [ −f[i|o]col- info ] DESCRIPTION blockmean reads arbitrarily located (x,y,z)triples [or optionally weighted quadruples (x,y,z,w)] from stan- dard input [or xyz[w]file(s)]and writes to standard output a mean position and value for every non-empty block in a grid region defined by the −R and −I arguments. Either blockmean, blockmedian,or block- mode should be used as a pre-processor before running surface to avoid aliasing short wav elengths. These routines are also generally useful for decimating or averaging (x,y,z)data. You can modify the precision of the output format by editing the D_FORMAT parameter in your .gmtdefaults4 file, or you may choose binary input and/or output using single or double precision storage. xyz[w]file(s) 3[or 4] column ASCII file(s) [or binary,see −b]holding (x,y,z[,w]) data values. [w]isanoptional weight for the data. If no file is specified, blockmean will read from standard input. −I x_inc [and optionally y_inc]isthe grid spacing. Optionally,append a suffix modifier. Geographi- cal (degrees) coordinates:Append m to indicate arc minutes or c to indicate arc seconds. If one of the units e, k, i,or n is appended instead, the increment is assumed to be giveninmeter,km, miles, or nautical miles, respectively,and will be converted to the equivalent degrees longitude at the middle latitude of the region (the conversion depends on ELLIPSOID). If /y_inc is givenbut set to 0 it will be reset equal to x_inc;otherwise it will be converted to degrees latitude. All coor- dinates:If = is appended then the corresponding max x (east)or y (north)may be slightly adjusted to fit exactly the givenincrement [by default the increment may be adjusted slightly to fit the given domain]. Finally,instead of giving an increment you may specify the number of nodes desired by appending + to the supplied integer argument; the increment is then recalculated from the number of nodes and the domain. The resulting increment value depends on whether you have selected a gridline-registered or pixel-registered grid; see Appendix B for details. Note: if −Rgrdfile is used then grid spacing has already been initialized; use −I to override the values. −R xmin, xmax, ymin,and ymax specify the Region of interest. Forgeographic regions, these limits correspond to west, east, south, and north and you may specify them in decimal degrees or in [+-]dd:mm[:ss.xxx][W|E|S|N] format. Append r if lower left and upper right map coordinates are giveninstead of w/e/s/n. The twoshorthands −Rg and −Rd stand for global domain (0/360 and -180/+180 in longitude respectively,with -90/+90 in latitude). Alternatively,specify the name of an existing grid file and the −R settings (and grid spacing, if applicable) are copied from the grid. Forcalendar time coordinates you may either give (a) relative time (relative tothe selected TIME_EPOCH and in the selected TIME_UNIT;append t to −JX|x), or (b) absolute time of the form [date]T[clock](append T to −JX|x). At least one of date and clock must be present; the T is always required. The date string must be of the form [-]yyyy[-mm[-dd]] (Gregorian calendar) or yyyy[-Www[-d]] (ISO week calendar), while the clock string must be of the form hh:mm:ss[.xxx]. The use of delimiters and their type and positions must be exactly as indicated (however, input, output and plot formats are customizable; see gmtdefaults). OPTIONS −C Use the center of the block as the output location [Default uses the mean location]. −E Provide Extended report which includes s (the standard deviation of the mean), l,the lowest value, and h,the high value for each block. Output order becomes x,y,z,s,l,h[,w]. [Default outputs x,y,z[,w]. See −W for w output.
Recommended publications
  • Map Projections--A Working Manual
    This is a reproduction of a library book that was digitized by Google as part of an ongoing effort to preserve the information in books and make it universally accessible. https://books.google.com 7 I- , t 7 < ?1 > I Map Projections — A Working Manual By JOHN P. SNYDER U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1395 _ i UNITED STATES GOVERNMENT PRINTING OFFIGE, WASHINGTON: 1987 no U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director First printing 1987 Second printing 1989 Third printing 1994 Library of Congress Cataloging in Publication Data Snyder, John Parr, 1926— Map projections — a working manual. (U.S. Geological Survey professional paper ; 1395) Bibliography: p. Supt. of Docs. No.: I 19.16:1395 1. Map-projection — Handbooks, manuals, etc. I. Title. II. Series: Geological Survey professional paper : 1395. GA110.S577 1987 526.8 87-600250 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, DC 20402 PREFACE This publication is a major revision of USGS Bulletin 1532, which is titled Map Projections Used by the U.S. Geological Survey. Although several portions are essentially unchanged except for corrections and clarification, there is consider able revision in the early general discussion, and the scope of the book, originally limited to map projections used by the U.S. Geological Survey, now extends to include several other popular or useful projections. These and dozens of other projections are described with less detail in the forthcoming USGS publication An Album of Map Projections. As before, this study of map projections is intended to be useful to both the reader interested in the philosophy or history of the projections and the reader desiring the mathematics.
    [Show full text]
  • Arxiv:1811.01571V2 [Cs.CV] 24 Jan 2019 Many Traditional Cnns on 3D Data Simply Extend the 2D Convolutional Op- Erations to 3D, for Example, the Work of Wu Et Al
    SPNet: Deep 3D Object Classification and Retrieval using Stereographic Projection Mohsen Yavartanoo1[0000−0002−0109−1202], Eu Young Kim1[0000−0003−0528−6557], and Kyoung Mu Lee1[0000−0001−7210−1036] Department of ECE, ASRI, Seoul National University, Seoul, Korea https://cv.snu.ac.kr/ fmyavartanoo, shreka116, [email protected] Abstract. We propose an efficient Stereographic Projection Neural Net- work (SPNet) for learning representations of 3D objects. We first trans- form a 3D input volume into a 2D planar image using stereographic projection. We then present a shallow 2D convolutional neural network (CNN) to estimate the object category followed by view ensemble, which combines the responses from multiple views of the object to further en- hance the predictions. Specifically, the proposed approach consists of four stages: (1) Stereographic projection of a 3D object, (2) view-specific fea- ture learning, (3) view selection and (4) view ensemble. The proposed ap- proach performs comparably to the state-of-the-art methods while having substantially lower GPU memory as well as network parameters. Despite its lightness, the experiments on 3D object classification and shape re- trievals demonstrate the high performance of the proposed method. Keywords: 3D object classification · 3D object retrieval · Stereographic Projection · Convolutional Neural Network · View Ensemble · View Se- lection. 1 Introduction In recent years, success of deep learning methods, in particular, convolutional neural network (CNN), has urged rapid development in various computer vision applications such as image classification, object detection, and super-resolution. Along with the drastic advances in 2D computer vision, understanding 3D shapes and environment have also attracted great attention.
    [Show full text]
  • Uon Digital Repository Home
    University of Nairobi School of Engineering Building a QGIS Helper Application to Overcome the Challenges of Cassini to UTM Coordinate System Conversions in Kenya BY Ajanga Dissent Ingati F56/81982/2015 A Project submitted in partial fulfillment for the Degree of Master of Science in Geographical Information Systems, in the Department of Geospatial & Space Technology of the University of Nairobi October 2017 I Declaration I, Ajanga Dissent Ingati, hereby declare that this project is my original work. To the best of my knowledge, the work presented here has not been presented for a degree in any other Institution of Higher Learning. ……………………………………. ……………………… .……..……… Name of student Signature Date This project has been submitted for examination with my approval as university supervisor. ……………………………………. ……………………… .……..……… Name of Supervisor Signature Date I Dedication I dedicate this work to my family for their support throughout the entire process of pursuing this degree and to the completion of the project. Your encouragement has been instrumental in ensuring the success of this project; may God truly bless you. II Acknowledgement I would like to show my heartfelt appreciation to all the people who saw me through the process of preparing this report. These thanks go to all those who provided technical support, talked through the issues I studied, read, wrote, gave comments, and also those who assisted in editing and proof reading of this project report before submission. I would like to thank Steve Firsake for his technical support through Python Programing. Special thanks also go to Dr.-Ing. Musyoka for his technical advice and support for the entire project.
    [Show full text]
  • Portraying Earth
    A map says to you, 'Read me carefully, follow me closely, doubt me not.' It says, 'I am the Earth in the palm of your hand. Without me, you are alone and lost.’ Beryl Markham (West With the Night, 1946 ) • Map Projections • Families of Projections • Computer Cartography Students often have trouble with geographic names and terms. If you need/want to know how to pronounce something, try this link. Audio Pronunciation Guide The site doesn’t list everything but it does have the words with which you’re most likely to have trouble. • Methods for representing part of the surface of the earth on a flat surface • Systematic representations of all or part of the three-dimensional Earth’s surface in a two- dimensional model • Transform spherical surfaces into flat maps. • Affect how maps are used. The problem: Imagine a large transparent globe with drawings. You carefully cover the globe with a sheet of paper. You turn on a light bulb at the center of the globe and trace all of the things drawn on the globe onto the paper. You carefully remove the paper and flatten it on the table. How likely is it that the flattened image will be an exact copy of the globe? The different map projections are the different methods geographers have used attempting to transform an image of the spherical surface of the Earth into flat maps with as little distortion as possible. No matter which map projection method you use, it is impossible to show the curved earth on a flat surface without some distortion.
    [Show full text]
  • Cylindrical Projections 27
    MAP PROJECTION PROPERTIES: CONSIDERATIONS FOR SMALL-SCALE GIS APPLICATIONS by Eric M. Delmelle A project submitted to the Faculty of the Graduate School of State University of New York at Buffalo in partial fulfillments of the requirements for the degree of Master of Arts Geographical Information Systems and Computer Cartography Department of Geography May 2001 Master Advisory Committee: David M. Mark Douglas M. Flewelling Abstract Since Ptolemeus established that the Earth was round, the number of map projections has increased considerably. Cartographers have at present an impressive number of projections, but often lack a suitable classification and selection scheme for them, which significantly slows down the mapping process. Although a projection portrays a part of the Earth on a flat surface, projections generate distortion from the original shape. On world maps, continental areas may severely be distorted, increasingly away from the center of the projection. Over the years, map projections have been devised to preserve selected geometric properties (e.g. conformality, equivalence, and equidistance) and special properties (e.g. shape of the parallels and meridians, the representation of the Pole as a line or a point and the ratio of the axes). Unfortunately, Tissot proved that the perfect projection does not exist since it is not possible to combine all geometric properties together in a single projection. In the twentieth century however, cartographers have not given up their creativity, which has resulted in the appearance of new projections better matching specific needs. This paper will review how some of the most popular world projections may be suited for particular purposes and not for others, in order to enhance the message the map aims to communicate.
    [Show full text]
  • Guidance Note 7 Part 2
    IOGP Publication 373-7-2 – Geomatics Guidance Note number 7, part 2 – September 2019 To facilitate improvement, this document is subject to revision. The current version is available at www.epsg.org. Geomatics Guidance Note Number 7, part 2 Coordinate Conversions and Transformations including Formulas Revised - September 2019 Page 1 of 162 IOGP Publication 373-7-2 – Geomatics Guidance Note number 7, part 2 – September 2019 To facilitate improvement, this document is subject to revision. The current version is available at www.epsg.org. Table of Contents Preface ............................................................................................................................................................5 1 IMPLEMENTATION NOTES ................................................................................................................. 6 1.1 ELLIPSOID PARAMETERS ......................................................................................................................... 6 1.2 ARCTANGENT FUNCTION ......................................................................................................................... 6 1.3 ANGULAR UNITS ....................................................................................................................................... 7 1.4 LONGITUDE 'WRAP-AROUND' .................................................................................................................. 7 1.5 OFFSETS ...................................................................................................................................................
    [Show full text]
  • Coordinate Conversions and Transformations Including Formulas
    OGP Surveying and Positioning Guidance Note number 7, part 2 – May 2009 To facilitate improvement, this document is subject to revision. The current version is available at www.epsg.org. Surveying and Positioning Guidance Note Number 7, part 2 Coordinate Conversions and Transformations including Formulas Revised - May 2009 Page 1 of 118 OGP Surveying and Positioning Guidance Note number 7, part 2 – May 2009 To facilitate improvement, this document is subject to revision. The current version is available at www.epsg.org. Index Preface 4 Revision history 5 1 MAP PROJECTIONS AND THEIR COORDINATE CONVERSION FORMULAS 8 1.1 INTRODUCTION 8 1.2 MAP PROJECTION PARAMETERS 9 1.3 MAP PROJECTION FORMULAS 20 1.3.1 LAMBERT CONIC CONFORMAL 21 1.3.1.1 Lambert Conic Conformal (2SP) 21 1.3.1.2 Lambert Conic Conformal (1SP) 23 1.3.1.3 Lambert Conic Conformal (West Orientated) 24 1.3.1.4 Lambert Conic Conformal (2 SP Belgium) 24 1.3.1.5 Lambert Conic Near-Conformal 25 1.3.2 KROVAK OBLIQUE CONFORMAL CONIC 27 1.3.3 MERCATOR 30 1.3.3.1 Mercator (Spherical) 32 1.3.3.2 Popular Visualisation Pseudo Mercator 33 1.3.4 CASSINI-SOLDNER 35 1.3.4.1 Hyperbolic Cassini-Soldner 36 1.3.5 TRANSVERSE MERCATOR 37 1.3.5.1 General Case 37 1.3.5.2 Transverse Mercator Zoned Grid System 40 1.3.5.3 Transverse Mercator (South Orientated) 41 1.3.6 OBLIQUE MERCATOR AND HOTINE OBLIQUE MERCATOR 41 1.3.6.1 Laborde projection for Madagascar 46 1.3.7 STEREOGRAPHIC 49 1.3.7.1 Oblique and Equatorial Stereographic cases 49 1.3.7.2 Polar Stereographic 52 1.3.8 NEW ZEALAND MAP GRID 57 1.3.9 TUNISIA
    [Show full text]
  • Annotations for Alexander Von Humboldt's Political Essay on The
    Annotations for Alexander von Humboldt’s Political Essay on the Kingdom of New Spain by Giorleny D. Altamirano Rayos, Tobias Kraft, and Vera M. Kutzinski Unless context made it more sensible to do otherwise, we have annotated a reference or allusion at its first occurrence. Entries in boldface refer back to a main entry. The page numbers that precede each entry refer to the pagination of Alexander von Humboldt’s 1826 French edition; those page numbers are are printed in the margins of our translation of the Political Essay on the Kingdom of New Spain. In that edition, the names and concepts that appear in SMALL CAPS in the annotations are marked with an ▼. Weights and Measures What follows are some of the most common weights and measures that Alexander von Humboldt regularly uses. This is not an exhaustive list. ACRE: an old English unit of surface area equivalent to 4,840 square yards (or about 4,046.85 square meters) in the USA and Canada. The standard unit of measurement for surface area in the UK, an acre in its earliest English uses was probably the amount of land that one yoke of oxen could plow in a day. Its value varied slightly in Ireland, Scotland, and England. In France, the size of the acre varied depending on region. Humboldt states that an acre is 4,029 square meters. 2 ARPENT: a unit either of length or of land area used in France, Québec, and Louisiana from the sixteenth to the eighteenth century. The main measurement for land throughout France (sometimes called the French acre), the arpent varied in value depending on region.
    [Show full text]
  • Explanatory Notes on Geodetic Datums in Hong Kong 1995 (Minor
    香 港 大 地 測 量 基 準 說 明 Explanatory Notes on Geodetic Datums in Hong Kong Survey and Mapping Office Lands Department 地政總署 測繪處 © 1995 All Right Reserved b y Hong Kong Governmen t 香港政府 保留所有版權 Minor Revision (小修訂) 2018 List of Revisions Rev. Details of Change Effective Date 1.0 Initial Release 14-Nov-1995 1.1 Page A1, A4, A5, C2 and C9 revised. 5-Sep-2018 CONTENTS INTRODUCTION . A1 HISTORICAL BACKGROUND . A1 GEODETIC DATUMS . A2 Hong Kong 1980 Geodetic Datum (HK80) World Geodetic System (WGS84) MAP PROJECTION AND GRID SYSTEM . A3 Universal Transverse Mercator Grid (UTM Grid) Hong Kong 1980 Grid (HK1980 Grid) VERTICAL DATUMS . A4 Hong Kong Principal Datum (HKPD), Chart Datum (CD). WGS84 Heights and HKPD Heights CONVERSION OF CO-ORDINATES . A5 Latitude, longitude on HK80 and WGS84 Datums UTM Grid co-ordinates on HK80 and WGS84 Datums Latitude, longitude and UTM co-ordinates Latitude, longitude and HK1980 Grid co-ordinates APPENDICES Diagrams Illustrating Geodetic Datums in Hong Kong . C1 Transverse Mercator Projection . C2 Vertical Datums . C2 Evolution of Hong Kong Geodetic Datums and Map Projections . C3 Schematic Diagrams showing Tr ansformation of Co-ordinates between Datums . C4 UTM Zones in Hong Kong . C5 Contour Map showing Difference between WGS84 and HKPD Heightings . C6 Definitions of Terms . C7 Conversion Formulae . C8 Parameters and Reference Examples . C9 INTRODUCTION With the advent of technologies, fixing position to 5 to 100 metres accuracy is no longer difficult by using Global Positioning System (GPS) receivers. Higher accuracy in position fixing by GPS can also be obtained by longer observation time, applying differential corrections and computing the co-ordinates by post-processing method.
    [Show full text]
  • Mercator Projection
    U.S. ~eological Survey Profes-sional-Paper 1453 .. ~ :.. ' ... Department of the Interior BRUCE BABBITT Secretary U.S. Geological Survey Gordon P. Eaton, Director First printing 1989 Second printing 1994 Any use of trade names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Geological Survey Library of Congress Cataloging in Publication Data Snyder, John Parr, 1926- An album of map projections. (U.S. Geological Survey professional paper; 1453) Bibliography: p. Includes index. Supt. of Docs. no.: 119.16:1453 1. Map-projection. I. Voxland, Philip M. II. Title. Ill. Series. GA110.S575 1989 526.8 86-600253 For sale by Superintendent of Documents, U.S. Government Printing Office Washington, DC 20401 United States Government Printing Office : 1989 CONTENTS Preface vii Introduction 1 McBryde·Thomas Flat-Polar Parabolic 72 Glossary 2 Quartic Authalic 74 Guide to selecting map projections 5 McBryde-Thomas Flat-Polar Quartic 76 Distortion diagrams 8 Putnii)S P5 78 Cylindrical projections DeNoyer Semi-Elliptical 80 Mercator 10 Robinson 82 Transverse Mercator 12 Collignon 84 Oblique Mercator 14 Eckert I 86 Lambert Cylindrical Equal-Area 16 Eckert II 88 Behrmann Cylindrical Equal-Area 19 Loximuthal 90 Plate Carree 22 Conic projections Equirectangular 24 Equidistant Conic 92 Cassini 26 Lambert Conformal Conic 95 Oblique Plate Carree 28 Bipolar Oblique Conic Conformal 99 Central Cylindrical 30 Albers Equal-Area Conic 100 Gall 33 Lambert Equal-Area Conic 102 Miller Cylindrical 35 Perspective Conic 104 Pseudocylindrical
    [Show full text]
  • Design Och Implementering Av Ett Out-Of-Core Globrenderingssystem Baserat På Olika Karttjänster Kalle Bladin Erik Broberg
    LiU-ITN-TEK-A-16/057--SE Design och Implementering av ett Out-of-Core Globrenderingssystem Baserat på Olika Karttjänster Kalle Bladin Erik Broberg 2016-12-02 Department of Science and Technology Institutionen för teknik och naturvetenskap Linköping University Linköpings universitet nedewS ,gnipökrroN 47 106-ES 47 ,gnipökrroN nedewS 106 47 gnipökrroN LiU-ITN-TEK-A-16/057--SE Design och Implementering av ett Out-of-Core Globrenderingssystem Baserat på Olika Karttjänster Examensarbete utfört i Medieteknik vid Tekniska högskolan vid Linköpings universitet Kalle Bladin Erik Broberg Handledare Alexander Bock Examinator Anders Ynnerman Norrköping 2016-12-02 Upphovsrätt Detta dokument hålls tillgängligt på Internet – eller dess framtida ersättare – under en längre tid från publiceringsdatum under förutsättning att inga extra- ordinära omständigheter uppstår. Tillgång till dokumentet innebär tillstånd för var och en att läsa, ladda ner, skriva ut enstaka kopior för enskilt bruk och att använda det oförändrat för ickekommersiell forskning och för undervisning. Överföring av upphovsrätten vid en senare tidpunkt kan inte upphäva detta tillstånd. All annan användning av dokumentet kräver upphovsmannens medgivande. För att garantera äktheten, säkerheten och tillgängligheten finns det lösningar av teknisk och administrativ art. Upphovsmannens ideella rätt innefattar rätt att bli nämnd som upphovsman i den omfattning som god sed kräver vid användning av dokumentet på ovan beskrivna sätt samt skydd mot att dokumentet ändras eller presenteras i sådan form eller i sådant sammanhang som är kränkande för upphovsmannens litterära eller konstnärliga anseende eller egenart. För ytterligare information om Linköping University Electronic Press se förlagets hemsida http://www.ep.liu.se/ Copyright The publishers will keep this document online on the Internet - or its possible replacement - for a considerable time from the date of publication barring exceptional circumstances.
    [Show full text]
  • MCWP 3-16.7 Chapter 4: Map Projections and Grid Systems
    CHAPTER 4. MAP PROJECTIONS AND GRID SYSTEMS SECTION I. MAP PROJECTIONS A map projection is a method of representing a portion One common characteristic applies to all United States of the Earth’s round surface on a flat surface. Because military maps: they are all based on a conformal this procedure causes distortions of different types, projection. A conformal map projection is one that at many different projections have been developed. any point, the scale is the same in any direction and the Each projection is dictated by the size of the area angle between any two lines on the ellipsoid is the being mapped, the map scale, and the intended use of same when projected onto a plane. the maps. See table 4-2 at the end of this section. Each projection preserves certain properties and distorts others. Most projections are cylindrical, Prescribed Projections conical or azimuthal, and project an ellipsoid onto cylinders, cones or plane surfaces. These surfaces may The Transverse Mercator (TM) Projection is the be tangent to the ellipsoid or they may be secant. A preferred projection for all military mapping, though it projection is tangent to the ellipsoid when only one is not necessarily used on all military maps. The point or line of the projection surface touches the following projections are prescribed for U.S. military ellipsoid. It is secant when two points or lines touch topographic maps and charts that display a military the ellipsoid. See figure 4-1. grid on a standard scale. Military maps of non-U.S. Figure 4-1.
    [Show full text]