REMOTE SENSING a Bibliography of Cultural Resource Studies
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Population Estimates from Satellite Imagery
l'RONTlSPIECE. Unmagnified high-altitude image ot tlremerton, wasmngwn \scale 1: 135,000). Original image recorded on false-color-infrared reversal film. CHARLES E. OGROSKY University ofWashington Seattle, WA 98195 Population Estimates from Satellite Imagery A high degree of association between urban area population and four variables representing urban size and relative dominance, as measured on high-altitude satellite imagery, indicated that such imagery may be useful for estimating urban population. (Abstract on next page) INTRODUCTION completely survey the population of the United States and its characteristics. Such UMERous examples of the useof conven methods of data collection have been criti N tional aerial photographs in analyzing cized as being overly costly and time con urban problems have been reported. The suming, given the accuracy of the resultant purpose of this study was to investigate the data. Use ofaerial imagery for collecting cer suitability of high-altitude satellite imagery tain types of census information has been for estimation of regional urban population. suggested as a procedure which can success fully supplement existing techniques.! Al CENSUS METHODS though much of the data presently collected Both field and mail questionnaire enumer by traditional methods would not be directly ation methods are frequently employed to obtainable from remotely sensed images, 707 708 PHOTOGRAMMETRIC ENGINEERING & REMOTE SENSING, 1975 ABSTRACT: The suitability ofmedium ground resolution, high altitude satellite imagery as a data source for intercensal population esti mates was evaluated. Four variables representing urban size and relative dominance were measured directly from unmagnified high altitude, color-infrared transparencies for each of18 urban test sites in the Puget Sound region. -
AERIAL SURVEYS in HIGHWAY LOCATION William T
AERIAL SURVEYS IN HIGHWAY LOCATION William T. Pryor, Highway Engineer Department of Design, Public Roads Administration HORTLY after the first World War highway engineers became interested in S the use of aerial photographs in highway focation. In 1924 aerial photo graJ?hs and mosaics were u~ed in the location of parkways in the S~te of New York and during the same year photogrammetric methods of large scale mapping became available. Until World War II, however, general a~ceptanceof photogrammetry as an aid in the highway engineering field has been relatively slow. We now have the benefit of experience by a number of State highway depart ments in the use of aerial phorographs and photogrammetric methods of map ping. It will be the purpose of this article to summarize the main points of what has been learned regarding the various methods of aerial surveying and types of photogrammetric equipment that now appear to be best adapted fOl:,use in the successive stages of highway location. STAGES OF HIGHWAY LOCATION In regions not adequately mapped small-scale maps must be prepared. On such regional maps a system of highways can be planned, with each class of high way including National and State systems, secondary and land service roads rep resented. Terminal and major intermediate control points can be selected on the basis of this classification. Once these controls have been selected, highway loca tion may be carried out in the consecilt'ive stages shown in Figure 1. In referring to this figure particular attention is directed to the relationship between map scales and width of coverage in each of the location stages. -
Science in Archaeology: a Review Author(S): Patrick E
Science in Archaeology: A Review Author(s): Patrick E. McGovern, Thomas L. Sever, J. Wilson Myers, Eleanor Emlen Myers, Bruce Bevan, Naomi F. Miller, S. Bottema, Hitomi Hongo, Richard H. Meadow, Peter Ian Kuniholm, S. G. E. Bowman, M. N. Leese, R. E. M. Hedges, Frederick R. Matson, Ian C. Freestone, Sarah J. Vaughan, Julian Henderson, Pamela B. Vandiver, Charles S. Tumosa, Curt W. Beck, Patricia Smith, A. M. Child, A. M. Pollard, Ingolf Thuesen, Catherine Sease Source: American Journal of Archaeology, Vol. 99, No. 1 (Jan., 1995), pp. 79-142 Published by: Archaeological Institute of America Stable URL: http://www.jstor.org/stable/506880 Accessed: 16/07/2009 14:57 Your use of the JSTOR archive indicates your acceptance of JSTOR's Terms and Conditions of Use, available at http://www.jstor.org/page/info/about/policies/terms.jsp. JSTOR's Terms and Conditions of Use provides, in part, that unless you have obtained prior permission, you may not download an entire issue of a journal or multiple copies of articles, and you may use content in the JSTOR archive only for your personal, non-commercial use. Please contact the publisher regarding any further use of this work. Publisher contact information may be obtained at http://www.jstor.org/action/showPublisher?publisherCode=aia. Each copy of any part of a JSTOR transmission must contain the same copyright notice that appears on the screen or printed page of such transmission. JSTOR is a not-for-profit organization founded in 1995 to build trusted digital archives for scholarship. We work with the scholarly community to preserve their work and the materials they rely upon, and to build a common research platform that promotes the discovery and use of these resources. -
Geomatic Assessment
WINTER 2017/18 GEOMATIC ASSESSMENT NC AWWA-WEA 3725 National Drive, Suite 217 •2 2018018 MembershipMembership DDirectoryirectory & Buyers’Buyers’ GuideGuide Raleigh, NC 27612 ADDRESS SERVICE REQUESTED • 9 97th7th AAnnualnnual CConferenceonference RRecapecap The official publication of the North Carolina Section of the American Water Works Association (NC AWWA) & the North Carolina Member Association of the Water Environment Federation (NC WEA) GEOMATIC ASSESSMENT How Unmanned Aerial Systems Are Changing the Surveying Industry: Comparing Real-World Accuracy and Cost with Traditional Survey Technologies By Christian Stallings, CP, Research & Development Manager, McKim & Creed, Inc. s a drone the best way to collect above ground to collect data at an developer. These types of surveys are data for your project? Unmanned accuracy of 5-cm root-mean square-error typically conducted using fixed-wing I aerial systems (UAS), aka drones, are (RMSE) or better. aerial photogrammetry, aerial lidar, certainly among the newest geomatics But is UAS right for every surveying and/or conventional ground surveying. technologies in the industry. UAS offers situation? In this article we describe three safe, accurate, cost-effective data case studies in which UAS technology UAS for Landfill Survey collection in areas that are inaccessible was compared with conventional To test the efficacy of using UAS technol- or too costly for conventional surveying surveying methods. We focused on ogy for volumetric surveys, McKim & Creed methods. Licensed and insured UAS three applications: a landfill volumetric teamed with landfill engineers Garrett pilots can legally deploy airframes into survey, a beach monitoring survey, and & Moore, Inc. to survey a 60-acre land FAA-controlled airspace up to 400 feet an elevation verification for a private clearing and inert debris landfill. -
The Global Positioning System As a Complementary Tool for Remote Sensing and Other Applications
The Global Positioning System as a Complementary Tool for Remote Sensing and other Applications Glen Gibbons GPS World 859 Willamette Street, P. O. Box 10460, Eugene, OR 97440-0460 ARLY IN AUGUST 1990, U.S. troops pouring into Saudi Arabia a limited amount of radio spectrum can support an unlimited Eas part of the Desert Shield build-up faced a critical chal number of users. Recent market studies have projected a world lenge: how to deploy men and equipment quickly and safely wide market for military and commercial GPS equipment reach across the treacherous sands of a trackless desert. In the days ing between $4 and $6 billion a year by the mid-1990s. following the Iraqi invasion of Kuwait, maps of the area were Navigation, vehicle tracking, and geodetic surveying make more than a quarter-century old and of questionable accuracy. up the largest categories of civil GPS applications today, al If advance elements of the 82nd Airborne Division were to suc though more esoteric uses are rapidly emerging, such as ani cessfully confront the military threat and come to the aid of mal-habitat research, detecting structural deformation in dams Iraqi-occupied Kuwait, they would need accurate maps imme and oil platforms, resource management, and monitoring en diately. vironmental pollution and natural hazards such as volcanoes Traditional cartographic techniques require considerable time and earthquakes. In remote sensing, GPS has been used for to produce usable maps - too much time for this life-or-death several years to quickly survey ground control points for pho situation. So, the U.S. -
ICSM Guidelines for Digital Elevation Data
ICSM Guidelines for Digital Elevation Data VERSION 1.0 August 12, 2008 ICSM Guidelines for Digital Elevation Data Version 1.0. Preface The purpose of this document is to provide investors, providers and users of elevation data with guidelines and recommendations for acquiring elevation data depicting the earth’s surface based on current best practice. The Guidelines for Digital Elevation Data were prepared by the Intergovernmental Committee on Surveying and Mapping Elevation Working Group under the auspices of the National Elevation Data Framework (NEDF) initiative currently under development. The Working Group involves experts from State and Federal mapping agencies, industry and academia. The purpose of the NEDF initiative is to develop a collaborative framework that can be used to increase the quality of elevation data and derived products such as digital elevation models (DEMs) describing Australia’s landform and seabed. The aim is to optimise investment in existing and future data collections and provide access to a wide range of digital elevation data and derived products to those who need them. The guidelines represent a first cut in the preparation of ‘best practice’ guidelines for Australia and have been prepared as an outcome of a review of existing available material from around Australia and selected countries. These guidelines are considered a living document. If you have any questions or comments on the guidelines please email [email protected]. For further information on the NEDF or these guidelines please visit the ANZLIC site at http://www.anzlic.org.au/nedf.html and the ICSM site at http://www.icsm.gov.au/icsm/elevation/index.html. -
Preparation of the Digital Elevation Model for Orthophoto Cr Production
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XLI-B3, 2016 XXIII ISPRS Congress, 12–19 July 2016, Prague, Czech Republic PREPARATION OF THE DIGITAL ELEVATION MODEL FOR ORTHOPHOTO CR PRODUCTION Z. Švec a, K. Pavelkaa a Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, Prague 6, 166 29, Czech Republic - [email protected] Commission III, WG III/1 KEY WORDS: Airborne Laser Scanning, Digital Elevation Model, Orthorectification, Surface Modelling, True Orthophoto ABSTRACT: The Orthophoto CR is produced in co-operation with the Land Survey Office and the Military Geographical and Hydrometeorological Office. The product serves to ensure a defence of the state, integrated crisis management, civilian tasks in support of the state administration and the local self-government of the Czech Republic as well. It covers the whole area of the Republic and for ensuring its up-to-datedness is reproduced in the biennial period. As the project is countrywide, it keeps the project within the same parameters in urban and rural areas as well. Due to economic reasons it can´t be produced as a true ortophoto because it requires large side and forward overlaps of the aerial photographs and a preparation of the digital surface model instead of the digital terrain model. Use of DTM without some objects of DSM for orthogonalization purposes cause undesirable image deformations in the Orthophoto. There are a few data sets available for forming a suitable elevation model. The principal source should represent DTMs made from data acquired by the airborne laser scanning of the entire area of the Czech Republic that was carried out in the years 2009-2013, the DMR4G in the grid form and the DMR5G in TIN form respectively. -
Chapter 4 Aerial Surveys
Survey Manual Chapter 4 Aerial Surveys Colorado Department of Transportation December 30, 2015 TABLE OF CONTENTS Chapter 4 – Aerial Surveys 4.1 General ............................................................................................................................................. 4 4.1.1 Acronyms found in this Chapter ................................................................................................ 4 4.1.2 Purpose of this Chapter .............................................................................................................. 5 4.1.3 Aerial Surveys ............................................................................................................................ 5 4.1.4 Aerial Photogrammetry .............................................................................................................. 5 4.1.5 Photogrammetric Advantages / Disadvantages .......................................................................... 6 4.1.6 Aerial LiDAR ............................................................................................................................. 6 4.1.7 LiDAR Advantages / Disadvantages .......................................................................................... 7 4.1.8 Pre-survey Conference – Aerial Survey ..................................................................................... 9 4.2 Ground Control for Aerial Surveys ............................................................................................ 10 4.2.1 General .................................................................................................................................... -
Memory of the Heritage Naturopano
naturopa No. 99 / 2003 • ENGLISH Memory of the heritage naturopaNo. 99 – 2003 Editorial Chief Editor Catherine Roth A heritage to discover M. de Boer-Buquicchio........................................3 Director of Culture and Cultural and Natural Heritage Geological and palaeontological heritage Director of Publication Heritage: a concept in flux J-M. Ballester ................................................4 Maguelonne Déjeant-Pons Head of Division The work of the Council of Europe in the field of geology Regional Planning and Landscape J. G. Ottósson ..............................................................................................5 Division The strategy of the Unesco World Heritage Convention Concept and editing and the conservation of the geological heritage M. Rössler......................6 Christian Meyer Hohe Tauern National Park, a geosite in Austria H. Kremser..................7 E-mail: [email protected] The Dorset and East Devon Coast M. Turnbull ........................................8 Layout The International Union of Geological Sciences (IUGS) W. R. Janoschek ..8 Emmanuel Georges Europe’s palaeontological heritage J-C. Gall ............................................9 Printer Bietlot – Gilly (Belgium) Natural heritage Articles may be freely reprinted provided European nature, our common heritage that reference is made to the source and E. Fernández-Galiano ..............................................................................14 a copy sent to the Centre Naturopa. The copyright of all illustrations -
Charles Lindbergh's Contribution to Aerial Archaeology
THE FATES OF ANCIENT REMAINS • SUMMER TRAVEL • SPANISH-INDIGENOUS RELIGIOUS HARMONY american archaeologySUMMER 2017 a quarterly publication of The Archaeological Conservancy Vol. 21 No. 2 Charles Lindbergh’s Contribution To Aerial Archaeology $3.95 US/$5.95 CAN summer 2017 americana quarterly publication of The Archaeological archaeology Conservancy Vol. 21 No. 2 COVER FEATURE 18 CHARLES LINDBERGH’S LITTLE-KNOWN PASSION BY TAMARA JAGER STEWART The famous aviator made important contributions to aerial archaeology. 12 COMITY IN THE CAVES BY JULIAN SMITH Sixteenth-century inscriptions found in caves on Mona Island in the Caribbean suggest that the Spanish respected the natives’ religious expressions. 26 A TOUR OF CIVIL WAR BATTLEFIELDS BY PAULA NEELY ON S These sites serve as a reminder of this crucial moment in America’s history. E SAM C LI A 35 CURING THE CURATION PROBLEM BY TOM KOPPEL The Sustainable Archaeology project in Ontario, Canada, endeavors to preserve and share the province’s cultural heritage. JAGO COOPER AND 12 41 THE FATES OF VERY ANCIENT REMAINS BY MIKE TONER Only a few sets of human remains over 8,000 years old have been discovered in America. What becomes of these remains can vary dramatically from one case to the next. 47 THE POINT-6 PROGRAM BEGINS 48 new acquisition THAT PLACE CALLED HOME OR Dahinda Meda protected Terrarium’s remarkable C E cultural resources for decades. Now the Y S Y Conservancy will continue his work. DD 26 BU 2 LAY OF THE LAND 3 LETTERS 50 FiELD NOTES 52 REVIEWS 54 EXPEDITIONS 5 EVENTS 7 IN THE NEWS COVER: In 1929, Charles and Anne Lindbergh photographed Pueblo • Humans In California 130,000 Years Ago? del Arroyo, a great house in Chaco Canyon. -
CDOT Survey Manual Chapter 4 Aerial Surveys
CDOT Survey Manual 10/19/2015 Chapter 4 Aerial Surveys - Update 2 Survey Manual-Chapter 4 Aerial Survey Update BACKGROUND All CDOT aerial mapping is contracted out to aerial mapping consultants Purpose of Chapter 4 To define the specifications to be followed by aerial mapping consultants conducting aerial surveys and geospatial data processing under authority of a CDOT Region Survey Coordinator To provide general information and guidelines to ensure CDOT staff are well-equipped to determine best application of aerial mapping. • Strengths and limitations of applied technology • Economies of application • Engagement and oversight of the mapping consultant 10/19/2015 4 Survey Manual-Chapter 4 Aerial Survey Update Previous Chapter 4 content – dated October 2003 Specifications/guidelines assumed application of mature technologies • Procedural guidelines aligned with assumptions • Guidelines specific to analog cameras • Included references to deliverables no longer regularly sought, such as film, photographic prints and hardcopy maps • Ground control guidelines designed to accommodate aerial imagery lacking any geo-referencing data Specifications didn’t consider application of newer technologies • Digital cameras • Airborne GPS • LiDAR 10/19/2015 5 Survey Manual-Chapter 4 Aerial Survey Update Objectives of Current Update – June 2015 To update the specifications recognizing of technology advances: • Acknowledge current camera technology • Acknowledge Airborne GPS to benefits to ground control requirements • Introduce LiDAR To provide -
Trying to Break New Ground in Aerial Archaeology
remote sensing Opinion Trying to Break New Ground in Aerial Archaeology Geert Verhoeven 1,* and Christopher Sevara 2 1 Ludwig Boltzmann Institute for Archaeological Prospection & Virtual Archaeology (LBI ArchPro), Franz-Klein-Gasse 1/III, Wien A-1190, Austria 2 Department of Prehistoric and Historical Archaeology, University of Vienna, Franz-Klein-Gasse 1/III, Wien A-1190, Austria; [email protected] * Correspondence: [email protected]; Tel.: +43-699-1520-6509 Academic Editors: Kenneth L. Kvamme and Prasad S. Thenkabail Received: 24 August 2016; Accepted: 26 October 2016; Published: 4 November 2016 Abstract: Aerial reconnaissance continues to be a vital tool for landscape-oriented archaeological research. Although a variety of remote sensing platforms operate within the earth’s atmosphere, the majority of aerial archaeological information is still derived from oblique photographs collected during observer-directed reconnaissance flights, a prospection approach which has dominated archaeological aerial survey for the past century. The resulting highly biased imagery is generally catalogued in sub-optimal (spatial) databases, if at all, after which a small selection of images is orthorectified and interpreted. For decades, this has been the standard approach. Although many innovations, including digital cameras, inertial units, photogrammetry and computer vision algorithms, geographic(al) information systems and computing power have emerged, their potential has not yet been fully exploited in order to re-invent