Osrmtime: Calculate Travel Time and Distance with Openstreetmap Data Using the Open Source Routing Machine (OSRM)
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
AS/NZS ISO 6709:2011 ISO 6709:2008 ISO 6709:2008 Cor.1 (2009) AS/NZS ISO 6709:2011 AS/NZS ISO 6709:2011
AS/NZS ISO 6709:2011 ISO 6709:2008 ISO 6709:2008 Cor.1 (2009) AS/NZS ISO 6709:2011AS/NZS ISO Australian/New Zealand Standard™ Standard representation of geographic point location by coordinates AS/NZS ISO 6709:2011 This Joint Australian/New Zealand Standard was prepared by Joint Technical Committee IT-004, Geographical Information/Geomatics. It was approved on behalf of the Council of Standards Australia on 15 November 2011 and on behalf of the Council of Standards New Zealand on 14 November 2011. This Standard was published on 23 December 2011. The following are represented on Committee IT-004: ANZLIC—The Spatial Information Council Australasian Fire and Emergency Service Authorities Council Australian Antarctic Division Australian Hydrographic Office Australian Map Circle CSIRO Exploration and Mining Department of Lands, NSW Department of Primary Industries and Water, Tas. Geoscience Australia Land Information New Zealand Mercury Project Solutions Office of Spatial Data Management The University of Melbourne Keeping Standards up-to-date Standards are living documents which reflect progress in science, technology and systems. To maintain their currency, all Standards are periodically reviewed, and new editions are published. Between editions, amendments may be issued. Standards may also be withdrawn. It is important that readers assure themselves they are using a current Standard, which should include any amendments which may have been published since the Standard was purchased. Detailed information about joint Australian/New Zealand Standards can be found by visiting the Standards Web Shop at www.saiglobal.com.au or Standards New Zealand web site at www.standards.co.nz and looking up the relevant Standard in the on-line catalogue. -
International Standard
International Standard INTERNATIONAL ORGANIZATION FOR STANDARDIZATlON.ME~YHAPO~HAR OPI-AHH3AWlR fl0 CTAH~APTM3Al&lM.ORGANISATION INTERNATIONALE DE NORMALISATION Standard representation of latitude, longitude and altitude for geographic Point locations Reprksen ta tion normalis6e des latitude, longitude et altitude pbur Ia localisa tion des poin ts gkographiques First edition - 1983-05-15i Teh STANDARD PREVIEW (standards.iteh.ai) ISO 6709:1983 https://standards.iteh.ai/catalog/standards/sist/40603644-5feb-4b20-87de- d0a2bddb21d5/iso-6709-1983 UDC 681.3.04 : 528.28 Ref. No. ISO 67094983 (E) Descriptors : data processing, information interchange, geographic coordinates, representation of data. Price based on 3 pages Foreword ISO (the International Organization for Standardization) is a worldwide federation of national Standards bodies (ISO member bedies). The work of developing International Standards is carried out through ISO technical committees. Every member body interested in a subject for which a technical committee has been authorized has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. Draft International Standards adopted by the technical committees are circulated to the member bodies for approval before their acceptance as International Standards by the ISO Council. International Standard ISO 6709 was developediTeh Sby TTechnicalAN DCommitteeAR DISO/TC PR 97,E VIEW Information processing s ystems, and was circulated to the member bodies in November 1981. (standards.iteh.ai) lt has been approved by the member bodies of the following IcountriesSO 6709 :1: 983 https://standards.iteh.ai/catalog/standards/sist/40603644-5feb-4b20-87de- Belgium France d0a2bddRomaniab21d5/is o-6709-1983 Canada Germany, F. -
Gpsbabel Documentation Gpsbabel Documentation Table of Contents
GPSBabel Documentation GPSBabel Documentation Table of Contents Introduction to GPSBabel ................................................................................................... xx The Problem: Too many incompatible GPS file formats ................................................... xx The Solution ............................................................................................................ xx 1. Getting or Building GPSBabel .......................................................................................... 1 Downloading - the easy way. ....................................................................................... 1 Building from source. .................................................................................................. 1 2. Usage ........................................................................................................................... 3 Invocation ................................................................................................................. 3 Suboptions ................................................................................................................ 4 Advanced Usage ........................................................................................................ 4 Route and Track Modes .............................................................................................. 5 Working with predefined options .................................................................................. 6 Realtime tracking ...................................................................................................... -
QUICK REFERENCE GUIDE Latitude, Longitude and Associated Metadata
QUICK REFERENCE GUIDE Latitude, Longitude and Associated Metadata The Property Profile Form (PPF) requests the property name, address, city, state and zip. From these address fields, ACRES interfaces with Google Maps and extracts the latitude and longitude (lat/long) for the property location. ACRES sets the remaining property geographic information to default values. The data (known collectively as “metadata”) are required by EPA Data Standards. Should an ACRES user need to be update the metadata, the Edit Fields link on the PPF provides the ability to change the information. Before the metadata were populated by ACRES, the data were entered manually. There may still be the need to do so, for example some properties do not have a specific street address (e.g. a rural property located on a state highway) or an ACRES user may have an exact lat/long that is to be used. This Quick Reference Guide covers how to find latitude and longitude, define the metadata, fill out the associated fields in a Property Work Package, and convert latitude and longitude to decimal degree format. This explains how the metadata were determined prior to September 2011 (when the Google Maps interface was added to ACRES). Definitions Below are definitions of the six data elements for latitude and longitude data that are collected in a Property Work Package. The definitions below are based on text from the EPA Data Standard. Latitude: Is the measure of the angular distance on a meridian north or south of the equator. Latitudinal lines run horizontal around the earth in parallel concentric lines from the equator to each of the poles. -
AS/NZS ISO 6709:2008 Standard Representation of Latitude, Longitude
AS/NZS ISO 6709:2008 ISO 6709:1983 AS/NZS ISO 6709:2008 Australian/New Zealand Standard™ Standard representation of latitude, longitude and altitude for geographic point locations AS/NZS ISO 6709:2008 This Joint Australian/New Zealand Standard was prepared by Joint Technical Committee IT-004, Geographical Information/Geomatics. It was approved on behalf of the Council of Standards Australia on 25 July 2008 and on behalf of the Council of Standards New Zealand on 21 July 2008. This Standard was published on 16 September 2008. The following are represented on Committee IT-004: ACT Planning and Land Authority ANZLIC - the Spatial Information Council Australian Antarctic Division Australian Bureau of Statistics Australian Hydrographic Office Australian Key Centre In Land Information Studies Australian Map Circle Australian Spatial Information Business Association CSIRO Exploration & Mining Department for Administrative and Information Services (SA) Department of Defence (Australia) Department of Lands NSW Department of Natural Resources and Water (Qld) Department of Planning and Infrastructure (NT) Department of Primary Industries and Water Tasmania Department of Sustainability and Environment (Victoria) Geoscience Australia InterGovernmental Committee on Surveying and Mapping Land Information New Zealand Office of Spatial Data Management Western Australian Land Information System Keeping Standards up-to-date Standards are living documents which reflect progress in science, technology and systems. To maintain their currency, all Standards are periodically reviewed, and new editions are published. Between editions, amendments may be issued. Standards may also be withdrawn. It is important that readers assure themselves they are using a current Standard, which should include any amendments which may have been published since the Standard was purchased. -
16 Volunteered Geographic Information
16 Volunteered Geographic Information Serena Coetzee, South Africa 16.1 Introduction In its early days the World Wide Web contained static read-only information. It soon evolved into an interactive platform, known as Web.2.0, where content is added and updated all the time. Blogging, wikis, video sharing and social media are examples of Web.2.0. This type of content is referred to as user-generated content. Volunteered geographic information (VGI) is a special kind of user-generated content. It refers to geographic information collected and shared voluntarily by the general public. Web.2.0 and associated advances in web mapping technologies have greatly enhanced the abilities to collect, share and interact with geographic information online, leading to VGI. Crowdsourcing is the method of accomplishing a task, such as problem solving or the collection of information, by an open call for contributions. Instead of appointing a person or company to collect information, contributions from individuals are integrated in order to accomplish the task. Contributions are typically made online through an interactive website. Figure 16.1 The OpenStreetMap map page. In the subsequent sub-sections, examples of crowdsourcing and volunteered geographic information establishment and growth of OpenStreetMap have been devices, aerial photography, and other free sources. This are described, namely OpenStreetMap, Tracks4Africa, restrictions on the use or availability of geospatial crowdsourced data is then made available under the the Southern African Bird Atlas Project.2 and Wikimapia. information across much of the world and the advent of Open Database License. The site is supported by the In the additional sub-sections a step-by-step guide to inexpensive portable satellite navigation devices. -
IR 473 Selecting the Correct Datum, Coordinate System and Projection
internal RUQ report q22eqh22qheX eleting2the2orret dtumD2 oordinte system2nd2projetion for2north2eustrlin pplitions tfg2vowry perury2 PHHR WGS – AGD – GDA: Selecting the correct datum, coordinate system and projection for north Australian applications JBC Lowry Hydrological and Ecological Processes Program Environmental Research Institute of the Supervising Scientist GPO Box 461, Darwin NT 0801 February 2004 Registry File SG2001/0172 Contents Preface v Quick reference / Frequently Asked Questions vi What is a datum vi What is a projection vi What is a coordinate system vi What datum is used in Kakadu / Darwin / Northern Australia? vi What is WGS84 vi What do AGD, AMG, GDA and MGA stand for? vi Introduction 1 Projections , Datums and Coordinate Systems in Australia 1 Key differences between AGD / GDA 3 MetaData 6 Summary and Recommendations 7 References (and suggested reading) 8 Appendix 1 – Background to projections, datums and coordinate systems 10 Geodesy 10 Coordinate systems 11 Geographic Coordinate systems 11 Spheroids and datums 13 Geocentric datums 13 Local datums 13 Projected Coordinate systems 14 What is a map projection? 15 Example of map projection – UTM 19 Appendix 2 : Background information on the Australia Geodetic Datum and the Geocentric Datum 21 AGD 21 GDA 21 iii iv Preface The Supervising Scientist Division (SSD) undertakes a diverse range of activities for which the use, collection and maintenance of spatial data is an integral activity. These activities range from recording sample site locations with a global positioning system (GPS), through to the compilation and analysis of spatial datasets in a geographic information system (GIS), and the use of remotely sensed data, to simply reading a map. -
Deriving Incline for Street Networks from Voluntarily Collected GPS Traces
Methods of Geoinformation Science Institute of Geodesy and Geoinformation Science Faculty VI Planning Building Environment MASTER’S THESIS Deriving incline for street networks from voluntarily collected GPS traces Submitted by: Steffen John Matriculation number: 343372 Email: [email protected] Supervisors: Prof. Dr.-Ing. Marc-O. Löwner (TU Berlin) Dr.-Ing. Stefan Hahmann (Universität Heidelberg) Submission date: 24.07.2015 in cooperation with: GIScience Group Institute of Geography Faculty of Chemistry and Earth Sciences Declaration of Authorship I, Steffen John, declare that this thesis titled, 'Deriving incline for street networks from voluntarily collected GPS traces’ and the work presented in it are my own. I confirm that: This work was done wholly or mainly while in candidature for a research degree at this Uni- versity. Where any part of this thesis has previously been submitted for a degree or any other qualifi- cation at this University or any other institution, this has been clearly stated. Where I have consulted the published work of others, this is always clearly attributed. Where I have quoted from the work of others, the source is always given. With the exception of such quotations, this thesis is entirely my own work. I have acknowledged all main sources of help. Where the thesis is based on work done by myself jointly with others, I have made clear exact- ly what was done by others and what I have contributed myself. Signed: Date: ii Abstract The knowledge of incline is useful for many use-cases in navigation for electricity-powered vehicles, cyclists or mobility-restricted people (e.g. -
RT COMMANDPOINT Situational Awareness Software DATASHEET
RT COMMANDPOINT Situational Awareness Software DATASHEET SECURE FEATURES & BENEFITS EMPOWERING COMMANDERS RT COMMANDPOINT is a Situational Awareness application o Situational Awareness, Blue Force Tracking, Command & Control that aids Commanders on all levels in operational theatre o Built-in Offline Base Maps: Vector and Image visualization, communication and intelligent unit control. The positions of RT devices and other symbols are overlaid o Touch-screen User Interface Design on a comprehensive built-in offline base map and combined o Tracklogs, Messaging, Zones, Alarms, Digital Voice Calls with easy-to-use chat messaging to individuals or all members of the group. The intuitive interface can be used o Interoperability with RT Devices: RT1, RT3, RT5 & RT7 for tracking, navigation and coordination. o Secure Digital Voice support SITUATIONAL AWARENESS: BASE TO FRONTLINE Copyright © 2020 Rapid Mobile (Pty) Ltd SITUATIONAL AWARENESS MAPS FRIENDLY SYMBOLS (BLUE) Each installation includes a comprehensive base map for the user’s desired region (custom regions are available). Satellite images are provided up to a RT CommandPoint enables its operator to track friendly units. Track log scale of 1:70,000. OpenStreetMap layers continue up to a scale of 1:2000. trails are provided for all friendly units. The speed and bearing of OpenSeaMap Seamarks and GEBCO bathymetry data are overlaid on top of friendly units are displayed on the map. all layers. S-57 Electronic Navigation Charts (ENCs) are supported. NEUTRAL SYMBOLS (GREEN) ROBUST & SECURE TACTICAL DATA Neutral symbols, such as reference points, can be created and sent to The RapidM Communications Stack forms the basis of both the RT Tactical all users in the network. -
Latitude / Longitude the Equator and Parallels of Latitude Longitude the Prime Meridian
Latitude / Longitude The Equator and Parallels of Latitude Longitude The Prime Meridian • Today the world has agreed the the Prime Meridian or 0° line of longitude runs through the Royal Observatory at Greenwich, England. • Prior to the 1884 International Meridian Conference, most countries defined their own prime meridian running through their own capital city. • The French did not abandon use of their prime meridian, which ran through the Paris Observatory, until 1911. Longitude was difficult to measure at sea • Your longitude is the time difference between high noon at a known longitude (A ship’s home port for example.) and high noon at your current location. • How many degrees does a one hour time difference represent? No Clock No Longitude H3 John Harrison 1740-1757 National Maritime Museum, Greenwich, London, Ministry of Defence Art Collection H4 John Harrison 1755-1759 National Maritime Museum, Greenwich, London, Ministry of Defence Art Collection If the history of navigation intrigues you, I’d suggest you read… • Longitude: The true story of a lone genius who solved the greatest scientific problem of his time. • By Dava Sobel • Also as a PBS Nova show. – On DVD, Netflix has it. Degrees, Minutes, and Seconds • Because measurement of latitude & longitude were so closely tied to time, it made sense to subdivide degrees into minutes and seconds. • A degree is made up of 60 minutes • A minute is made up of 60 seconds DDD° MM' SS" • A latitude / longitude coordinate would be written like… N 37° 22' 30" W 122° 15' 45" W DDD° MM' SS" • A latitude / longitude coordinate would be written like… N 37° 22' 30" W 122° 15' 45" DDD° MM.MMM' • It is now common place to write lat / lon coordinates in a “decimal minutes” format. -
Corporate Editors in the Evolving Landscape of Openstreetmap
International Journal of Geo-Information Article Corporate Editors in the Evolving Landscape of OpenStreetMap Jennings Anderson 1,* , Dipto Sarkar 2 and Leysia Palen 1,3 1 Department of Computer Science, University of Colorado Boulder, Boulder, CO 80309, USA; [email protected] 2 Department of Geography, National University of Singapore, Singapore 119077, Singapore; [email protected] 3 Department of Information Science, University of Colorado Boulder, Boulder, CO 80309, USA * Correspondence: [email protected] Received: 18 April 2019; Accepted: 14 May 2019; Published: 18 May 2019 Abstract: OpenStreetMap (OSM), the largest Volunteered Geographic Information project in the world, is characterized both by its map as well as the active community of the millions of mappers who produce it. The discourse about participation in the OSM community largely focuses on the motivations for why members contribute map data and the resulting data quality. Recently, large corporations including Apple, Microsoft, and Facebook have been hiring editors to contribute to the OSM database. In this article, we explore the influence these corporate editors are having on the map by first considering the history of corporate involvement in the community and then analyzing historical quarterly-snapshot OSM-QA-Tiles to show where and what these corporate editors are mapping. Cumulatively, millions of corporate edits have a global footprint, but corporations vary in geographic reach, edit types, and quantity. While corporations currently have a major impact on road networks, non-corporate mappers edit more buildings and points-of-interest: representing the majority of all edits, on average. Since corporate editing represents the latest stage in the evolution of corporate involvement, we raise questions about how the OSM community—and researchers—might proceed as corporate editing grows and evolves as a mechanism for expanding the map for multiple uses. -
Exploring Openstreetmap Availability for Driving Environment Understanding
1 Exploring OpenStreetMap Availability for Driving Environment Understanding Yang Zheng, Izzat H. Izzat, and John H.L. Hansen, Fellow, IEEE Abstract — With the great achievement of artificial intelligence, Decision / Driver vehicle technologies have advanced significantly from human Maneuver centric driving towards fully automated driving. An intelligent vehicle should be able to understand the driver’s perception of the environment as well as controlling behavior of the vehicle. Since Map Dynamic Environment Vehicle high digital map information has been available to provide rich Information + Signals environmental context about static roads, buildings and traffic infrastructures, it would be worthwhile to explore map data capability for driving task understanding. Alternative to Fig. 1. Use map data to retrieve environment information, and combine with commercial used maps, the OpenStreetMap (OSM) data is a free vehicle dynamic signals to understand driver behavior. open dataset, which makes it unique for the exploration research. This study is focused on two tasks that leverage OSM for driving environment understanding. First, driving scenario attributes are Prior Knowledge Driving Scenario Capturing retrieved from OSM elements, which are combined with vehicle Map Camera Lidar dynamic signals for the driving event recognition. Utilizing steering angle changes and based on a Bi-directional Recurrent Neural Network (Bi-RNN), a driving sequence is segmented and Virtual Street View Image Processing Point Clouding classified as lane-keeping, lane-change-left, lane-change-right, turn-left, and turn-right events. Second, for autonomous driving perception, OSM data can be used to render virtual street views, Road Mask Road Mask Road Mask represented as prior knowledge to fuse with vision/laser systems for road semantic segmentation.