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  • 1
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Earlier mathematical models that have been developed for use with data acquisition/data reduction systems in close range photogrammetry have not taken into consideration the geometry of video imagery. In this paper, a recently developed multi-application collinearity equation (MACE) model is analysed and assessed. The model is simple to apply and is adaptable to any data acquisition/data reduction system in close range photogrammetry.
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  • 2
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: The use of CCD cameras for digital photogrammetry has only slowly been taken up by the photogrammetric community. However, the pace of change is quickening with better understanding and cheaper equipment. Recently a decision was made to start some research into close range three dimensional digital measurement. The overall objective was to develop a low cost system for the automated measurement of small industrial objects. This shorter contribution describes the initial stages of this work.
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: This paper presents two mathematical models of the accuracy of digital terrain model (DTM) surfaces which have been linearly constructed from square gridded data, respectively with and without additional feature specific data. In these models, the accuracy of DTM surfaces is expressed as a function of a few parameters, such as slope angle, grid interval or the accuracy of raw data, which are familiar to practitioners in photogrammetry and other mapping related disciplines. These models are in a form similar to the conventional formulae for contour map accuracy and they are compared with experimental test results.
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  • 4
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 5
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 6
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: In 1989, the Council of the Photogrammetric Society decided that some record of the use of analogue photogrammetric equipment in Great Britain should be preserved before it was too late. The author agreed to investigate this matter as a research project funded by a number of survey organisations. Work on the project so far has resulted in the completion of two documents. The first is a Catalogue of Analogue Instruments that list some 230 instruments of 30 different types. The second is an Archive that gives further details of the history and use of the 30 different types of instrument. The entry included in his paper, by way of example, is that concerned with the Zeiss Stereoplanigraph.Readers are encouraged to provide corrections and additional information wherever possible.
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  • 7
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Feature extraction is the first and crucial step of all image analysis procedures. Together with their mutual relations, features form perceptual structures on which hypothesis generation and reconstruction processes are built. The article gives a framework for feature extraction within an interpretation system, discusses a possible object and image model useful for building up perceptual structures and gives examples for the use of various features for standard photogrammetric tasks.〈section xml:id="abs1-2"〉〈title type="main"〉RésuméĽextraction automatique de silhouettes est la première étape fondamentale dans tout procédéďanalyse ďimages.Ces silhouettes constituent, en même temps que leurs relations mutuelles, des structures identifiables à partir desquelles on peut établir des hypothèses et procéder à la re constitution. On donne dans cet article un cadre général pour ľextraction de silhouettes dans un système ďinterprétation et ľon y discute ďune modélisation possible de ľimage et de ľobjet pour obtenir des structures identifiables. On fournit enfin des exemples sur ľemploi de diverses silhouettes d̄objets dans les travaux photogrammétriques courants.〈section xml:id="abs1-3"〉〈title type="main"〉ZusammenfassungDie Kantenextraktion stellt den I. wesentlichen Schritt aller Bild-analyseverfahren dar. Gemeinsam mit ihren wechselseitigen Beziehungen bilden die Kanten wahrnehmbare Strukturen, auf denen Hypothesen und Rekonstruktionsprozesse aufgebaut werden können. Im Artikel werden ein Grundgerüst z.ur Kantenextraktion angegeben, mögliche Objekt- und Bild-modelle zur Entwicklung von Wahrnehmungsstrukturen diskutiert und Beispiele zur Nutzung verschiedener Kanten für photogrammetrische Standardaufgaben angegeben.
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  • 8
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 9
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Accurate and rapid planning techniques are of vital importance when competing for business in the deregulated telecommunications market. This requirement, together with the arrival of personal communication networks, demands more detailed spatial data than are available now. This paper examines difficulties in current planning methods and considers the specifications of future data sets. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé Les méthodes de planification précises et rapides sont ď une importance vitale lorsque ľ on est en concurrence en affaires dans le marché déréglementé des télécommunications. Ce besoin, parallèlement àľ arrivée des réseaux personnels de communication, nécessite une disponibilité de données tridimensionnelles beaucoup plus détailées que celles que ľ on a actuellement. On examine dans cet article les difficultiés rencontrées dans les méthodes actuelles de planification, et ľ on réfléchit sur les spécifications des jeux de données dans ľ avenir. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Genaue und schnelle Planungsverfahren sind beim Geschäftswettbewerb aufdem nicht regulierten Telekommunikations-Markt von auβerordentlicher Bedeutung. Diese Anforderung in Verbindung mit dem Aufkommen von Personal-Kommunikations-Netzwerken erfordert detailliertere Raumdaten ah jetzt verfügbar sind. In dem Artikel werden die Schwierigkeiten der gegen-wärtigen Planungsmethoden geprüft und Anforderungen an künftige Datensätze erörtert.
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  • 10
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: The President's Medallist directs the Survey Services Branch of the Technical Services Group of English Heritage. This Branch includes the Photogrammetric Unit which was first established at the Institute of Advanced Architectural Studies of the University of York in 1975, with support from English Heritage's predecessor organisation. The Unit has played a leading part in the development of architectural photogrammetry in the UK, with particular reference to the recording of ancient monuments and historic buildings. The writer discusses some aspects of the application of photogrammetry in this area, illustrating the modern photogrammetric product in comparison with 18th and 19th century pictures and prints from his own collection. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé C'est le titulaire de la Médaile du Président de notre Société qui dirige le Département de Levés du groupe des services techniques du Patrimoine anglais. Ce Département comprend ľUnité de Photogrammétrie qui était installée initialiement àľInstitut des Études Architecturales Avancées ďYork en 1975, avec le soutien de ľorganisme qui précédait le Patrimoine anglais. Cette Unité a joué un rôle prépondérant dans le développement de la photogrammétrie architecturale au Royaume-Uni, et une mention particulière est à faire en ce qui concerne ľarchivage des constructions anciennes et des monuments historiques. Ľauteur discute de quelques aspects des applications de la photogrammétrie dans ce domaine, illustrant le produit photogrammétrique moderne par comparaison avec des tableaux et des gravures des 18èmeet 19ème siècles issus de sa collection personelle. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Der Träger der Präsidenten-Medaille leitet die Vermessungsabteilung innerhalb des Technischen Dienstes von English Heritage. Diese Abteilung schlieβt die Photogrammetrie-Einheit mit ein, die zunächst im Jahre 1975 im Institut für Moderne Architektur an der Universitat York mit unterstüt-zung der Vorgängerorganisation von English Heritage aufgebaut wurde. Diese Einheit hat eine führende Rolle bei der Entwicklung der Architektur-photogrammetrie im Vereinigten Königreich gespielt, wobei besonders altehrwürdige Denkmäler und historische Bauwerke aufgenommen wurden. Der Schreiber diskutiert einige Aspekte der Anwendung der Photogrammetrie aufdiesem Gebiet und illustriert das moderne photogrammetrische Erzeugnis im Vergleich mit Bildern und Kopien aus dem 18. und 19. Jahrhundert, die der eigenen Sammlung entstammen.
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  • 11
    Electronic Resource
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: The reunification of Germany also paved the way for the reunion of Carl Zeiss in Jena and Oberkochen in 1991, after many months of negotiation. For the surveying and photogrammetry divisions, this means that a joint policy for development, production and marketing will be pursued in Jena and Oberkochen in the future. The two photogrammetry divisions in Jena and Oberkochen will continue to exist on the market, with both their advanced aerial survey cameras (LMK 2000 and RMK TOP) being available. While Oberkochen will concentrate on the further development of analytical plotters and aerial photograph rectification systems, Jena will increasingly specialise in software development, which is an expanding field. Due to its longstanding expertise in these fields, Jena will also continue its activities in the fields of interpretation and close range photogrammetry, including the taking and evaluation of images. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé La ré-unification de ľAllemagne a éalement ouvert la voie à celle des deux Zeiss, léna et Oberkochen, en 1991, après plusieurs mois de négotiation. Pour les divisions des levés et de la photogrammétrie, cela signifie qu ľon mènera dorénavant, à Iéna et à Oberkochen, une politique commune en ce qui concerne les developpements, la production et le marketing. Les deux divisions photogrammétriques, celle ďléna et celle ďOberkochen, continueront ďêtre présentes sur le marché, offrant toutes deux lews chambres photogrammétriques aériennes avancées LMK 2000 et RMK TOP. Tandis qu à Oberkochen on concentre les activités sur lapoursuite du développement des restituteurs analytiques et des systèmes de redressement des photographies aériennes, à léna on se spécialisera dans le développement des logiciels, domaine qui est en expansion. Etant donnée la compétence que ľon a acquise de longue date à Iéna dans le domaine de ľinterprétation et dans celui de la photogrammétrie à courte distance, on γ poursuivra les activités dans ces domaines, qui comprennent également la saisie et ľévaluation des images. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Die Wiedervereinigung Deutschlands bahnte im Jahre 1991 nach vielen Monalen der Verhandlung auch den Weg zur Vereinigung der Firmen von Carl Zeiss in Jena und Oberkochen. Für die Abteilungen Vermessung und Photogrammetrie bedeutet das, daβ in Zukunft für Entwicklung, Produktion und Vertrieb in Jena und Oberkochen eine abtestimmte Politik verfolgt wird. Die beiden photogrammetrischen Abteilungen in Jena and Oberkochen werden weiterhin mil ihren beiden Luftbildmeβkammern (LMK 2000 und RMK TOP) auf dem Markt vertreten sein. Wahrend sich Oberkochen auf die Weiterentwicklung analytischer Auswertegeräte und von Systemen zur Luftbildentzerrung konzentriert, wird sich Jena auf die Software-Entwicklung spezialisieren, was ein stark expandierendes Gebiet ist. Dank langjähriger Erfahrungen wird Jena seine Aktivitäten auf den Gebieten Photointerpretation und Nahbereichsphoto-grammetrie fortsetzen, wobei Bildaufnahme und Bildbewertung einges-chlossen sind.
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  • 12
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: The paper outlines the author's background and continuing education in photogrammetry. The potential of low cost instruments for non-specialists is examined from her viewpoint as a research student and as an employee of Leica UK Ltd. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé Ľarticle retrace les compétences acquises par ľauteur en photogrammétrie et lew prolongement en formation continue. Ľauteur présente également les possibilityé des appareils à bas prix pour les non-spécialistes en so plaçant à un double point de vue, en tant qu'tudiant faisant de la recherche et en tant qu'employee de la Société Leica Ltd. (RU). 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung In dem Artikel werden die Ausbildung und die fortwährende Weiter-bildung der Autorin in Photogrammetrie skizziert. Der Nutzen preiswerter Gerdte für Nichtspezialisten wird unter ihrem Blickwinkel als Forschungs-student und Mitarbeiterin der Leica UK Ltd. beleuchtet.
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  • 13
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 14
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 15
    Electronic Resource
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 16
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Book Reviewed in this article:MONITORING BUILDING STRUCTURES. Edited by J. F. A. Moore.POSTCODES: THE NEW GEOGRAPHY. By J. F. Raper, D. W. Rhind and J. W. Shepherd.TEST OF TRIANGULATION OF SPOT DATA. Edited by I. J. Dowman.EUROPEAN SPACE DIRECTORY 1992. Seventh edition. Endorsed by Eurospace. Edited by D. Shirvanian.WISSENSBASIERTE METHODEN ZUR FERNERKUNDUNG DER UMWELT. Edited by O. Günther and W.-F. Riekert.PROCEEDINGS OF THE ISPRS AND OEEPE JOINT WORKSHOP ON UPDATING DIGITAL DATA BY PHOTOGRAMMETRIC METHODS, CHRIST CHURCH, OXFORD UNIVERSITY, ENGLAND, 15–17 SEPTEMBER 1991. Edited by P. R. T. Newby and C. N. Thompson.GLIMPSES OF WORLD WAR By W. P. Roe.A GUIDE TO MAP AND IMAGE PROCESSING By M. P. Skrdla.MULTIPHOTO GEOMETRICALLY CONSTRAINED MATCHING. By E. P. Baltsavias.DIGITALE PHOTOGRAMMETRIE IN DER DREIDIMENSIONALEN STRÖMUNGSMESSTECHNIK. By H.-G. Maas.LONDON. AN AEROFILMS GUIDE. By I. Thomson.THE SOUTH DEVON COAST PATH: AN AEROFILMS GUIDE. By D. Hannigan.THE COTSWOLD WAY: AN AEROFILMS GUIDE. By T. Fryer.THE SOUTH DOWNS WAY: AN AEROFILMS GUIDE. By J. Godfrey.SURVEYING. Sixth edition. By A. Bannister, S. Raymond and R. Baker.INSTRUMENT MAKERS TO THE WORLD: A HISTORY OF COOKE, TROUGHTON AND SIMMS. By A. McConnell.TRANSIT CIRCLE–THE STORY OF WILLIAM SIMMS 1793–1860. By E. Mennim.TERRA-1: UNDERSTANDING THE TERRESTRIAL ENVIRONMENT. THE ROLE OF EARTH OBSERVATIONS FROM SPACE. Edited by P. M. Mather.SPACE. By R. Gibson.KATASTER-ABC. Second edition. By O. Kriegel and D. Dresbach.
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  • 17
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 18
    Electronic Resource
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 19
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Following the reunification of Zeiss Oberkochen and Zeiss Jena, some rationalisation has occurred in the photogrammetric equipment manufactured at each site. This paper describes the instrumentation currently available from the photogrammetric product division of Carl Zeiss Jena GmbH. The range includes the LMK 2000 aerial survey camera system, instruments for photo-interpretation, equipment for analytical photogrammetry and the UMK 1318 universal photogrammetric camera system for close range applications. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé Par suite de la re-unification des sociétés Zeiss-Iéna et Zeiss-Oberkochen, on a procédéà quelques rationalisations dans la production des équipements photogrammétriques de ces deux sites. On décrit dans cet article les matériels actuellement disponibles aupres de la division des produits photogrammétriques de la Société Carl Zeiss-Iéna G.m.b.H. Il s'agit ďune gamme comprenant la chambre photogrammétrique aérienne LMK 2000, des matériels de photo-interprétation et de photogrammétrie analytique, et la chambre photogrammétrique universelle UMK 1318 destinée aux applications à courte distance. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Nach der Wiedervereinigung von Zeiss Oberkochen und Zeiss Jena erfolgte auf jeder Seite eine Bereinigung der photogrammetrischen Produktion. Im Artikel werden die Geräte beschrieben, die gegenwärtig beim Produktbereich Photogrammetrie der Carl Zeiss Jena G.m.b.H. bezogen werden können. Dazu gehören die Luftbildmeβkammer LMK 2000, Geräte zur Photointerpretation und für die analytische Photogrammetrie und das Universalmeβkammer-System UMK 1318 für die Nahbereichsphotogrammetrie.
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  • 20
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    Oxford, UK : Blackwell Publishing Ltd
    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: The main advantages of along-track versus across-track stereoscopic imagery, for which SPOT is the main example, are presented and the orbital model for the orientation of along-track satellite stereoscopic imagery under development at University College London (UCL) is briefly described. This model was mainly directed towards future sensors, such as ASTER, OMI and OPS, for which tests on simulated data were carried out. The expected precision of modelling along-track stereoscopic imagery is analysed and further developments are considered. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé Ľauteur compare les avantages essentiels de la stéréoscopie longitudinale à ceux de la stéréoscopie latérale dont SPOT constitue le principal exemple en imagerie spatiale. Elle décrit brièvement la modèle orbital en cours de développement àľUniversity College London (UCL) pour ľorientation des images stéréoscopiques en recouvrement longitudinal, le long de la trace du satellite. Ce modèle est essentiellement destiné aux capteurs futurs tels que ASTER, OMI et OPS, pour lesquels on a effectué des essais sur données simulées. On examine la précision de cette modélisation relative aux images en stéréoscopie longitudinale et ľon apporte quelques réflexions sur des développements ultérieurs. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Präsentiert werden die gröβten Vorteile “along-track” stereoskopischer Aufnahmen gegenüber “across-track” Aufnahmen. SPOT ist dafür ein Hauptbeispiel. Das Umlaufbahnmodell für die Orientierung der “along-track” stereoskopischen Aufnahmen das gegenwärtig im University College London entwickelt wird, wird kurz beschrieben. Dieses Modell wurde hauptsächlich auf künftige Sensoren, wie ASTER, OMI und OPS ausgerichtet, die entweder getestet wurden, oder für die Simulationsdaten vorliegen. Die erwartete Genauigkeit der Messung “along-track” stereoskopischer Aufnahmen wird analysiert und weitere Entwicklungen werden in Erwägung gezogen.
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  • 21
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    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
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  • 22
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    The @photogrammetric record 14 (1993), S. 0 
    ISSN: 1477-9730
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying
    Notes: Security video imagery has been used by the Engineering Photogrammetry Unit at City University to determine the height of a person robbing a betting office. The problem of selecting the correct functional model where a network is geometrically weak and consequently unreliable is both illustrated and stressed. Controlled tests suggest that appropriate software and detailed analysis can produce both precise and accurate estimates. Benefit to the legal profession of this particular measurement technique is not apparent, due to non-photogrammetric limitations. 〈section xml:id="abs1-2"〉〈title type="main"〉Resume On a pu utiliser ľimagerie ďune video ďun systéme de surete, au laboratoire de photogrammétrie ďingénierie de la City University, pour déterminer la taille ďune personne dévalisant un bureau du pari mutuel. On met plus particuliérement ľaccent sur le probléme du choix ďun modèle fonctionnel correct, là où le réseau est géométriquement très lâche et par conséquent peu fiable. Des essais contrôles ont montré qu'en procéant à une analyse détaillée et en utilisant un logiciel approprié on pouvait obtenir des évaluations à la fois précises et exactes. Toutefois le bénéfice que peut tirer la profession juridique de cette technique de mesures particulière n'est pas évident, par suite des limitations qui ne sont pas ďordre photo-grammétrique. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Aufzeichnungen eines Sicherheits-Video-Systems wurden durch die Abteilung für Ingenieurphotogrammetrie der City University genutzt, um die Gröβe einer Person zu bestimmen, die ein Wettbüro ausgeraubt hat. Die Auswahl eines korrekten funktionalen Modells bei schwacher und folglich unzuverlässiger geometrischer Grundlage wird veranschaulicht und als Problem herausgearbeitet. Kontrollierte Versuche zeigen, daβ eine geeignete Software und detaillierte Analyse sowohl genaue me auch zuverlässige Schätzwerte liefern können. Ein Vorteil dieser besonderen Meβmethodefür Juristen ist wegen der nicht-photogrammetrischen Begrenzungen nicht erkennbar.
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    Notes: The use of video cameras for earth surface imaging has been practised intermittently since the 1960s. Recent significant improvements in the technology of both video cameras and recording tape, especially the introduction of silicon chip (CCD) sensors and strobe shutters in the cameras and the supplanting of VHS tape by Super- VHS, have brought about great improvements in image quality, stability and geometry. A comparative study of the expected spatial resolution of S-VHS video and small/medium format photography revealed that from the same flying height S- VHS video tape has a similar performance to 35 mm photography with a lens of 40 mm focal length. On a cost comparison study, to produce imagery of 0.7 m ground resolution element, for a 5 × 5 km block of terrain, the cost of S- VHS stereovideography would be only one third the total expense of acquiring 70 mm stereophotography but would require three times as many stereoframes, thus increasing the handling time and cost. Improvements in computing speed and software developments are likely to make the rapid creation of video mosaics a feasible proposition in the near future. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé On a utilisé les caméras-vidéo defaçon intermittente depuis les années 1960 pour recueillir des images de la surface terrestre. D'importantes améliorations introduites récemment dans la technologie des caméras-vidéo et dans celle des bandes ďenregistrement, notamment par ľutilisation de capteurs à transfert de charges (CCD/DTC) et ďobturateurs à stroboscopie dans les caméras et par le remplacement des bandes VHS par le Super-VHS, se sont traduites par de grandes améliorations dans la géométrie la stabilité et la qualité de ľmage. Une étude comparative de la résolution spatiale ďune vidéo S-VHS et de photographies à petit ou moyen format, a montré que, pour une même hauteur de vol, la bande video S-VHS donnait des résultats tout à fait similaires à ceux ďune photographie 35mm faite avec un objectif de focale 40mm. En ce qui concerne les coûts, une étude comparative a montré que pour obtenir des images avec une résolution au sol de 0,7m (tachèle) sur un bloc de 5 × 5km, la stéréovidéographie S- VHS reviendrait seulement au tiers du coût total ďacquisition de la stéréo-photographie 70mm; en revanche elle demanderait trois fois plus de clichés, accroissant ďautant les temps et coûts de manipulation. II est probable que le développement de nouveaux logiciels et ľ accroissement des vitesses de calcul des ordinateurs permettront, dans un proche avenir, de rendre crédible la confection rapide de mosaïques-vidéo.〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Die Verwendung von Videokameras zur Aufnahme der Erdoberfläche wird mit Unterbrechungen seit den 60er Jahren praktiziert. Kürzliche bedeutende Verbesserungen bei der Technologie sowohl der Videokameras als auch der Aufzeichnungsbänder, besonders die Einführung von Silikon-Chip-Sensoren (CCD) und Kurzzeit- Verschlüssen in den Kameras und der Ersatz von VHS-Bändern durch Super-VHS haben für die Bildqualität, -stabilität und -geometrie groβe Verbessemngen gebracht. Eine vergleich-ende Studie der erwarteten räumlichen Auflösung von S-VHS-Video-aufzeichnungen und der Klein- oder Mittelbildfotografie ergab, daβ bei gleicher Flughöhe das S- VHS- Videoband eine ähnliche Leistung besitzt wie Kleinbildfotografie mit einem 40 mm-Objektiv. Was die Kosten betrifft, so würde die Aufnahme eines Blocks von 5 × 5 km mit S-VHS-Stereovideographie bei 0,7 m Geländeauflösung nur ein Drittel der Kosten gegenüber der Aufnahme mit 70 mm-Stereofotografie erfordern, aber man würde dreimal soviele Bilder benötigen, wofür eine langere Verarbeitungszeit und höhere Kosten erforderlich wären. Verbessemngen der Rechengeschwindigkeit und Software-Entwicklungen lassen die schnelle Erzeugung von Video-Mosaiks als greifbare Variante in der nahen Zukunft als wahrscheinlich werden.
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    Topics: Architecture, Civil Engineering, Surveying
    Notes: The XVIIth International Congress of Photogrammetry and Remote Sensing was held in the Washington Convention Center, Washington, DC, USA from 2nd to 14th August, 1992. Reports on the Technical Commission activities, on the Congress Exhibition and on the General Assembly were given at a meeting of the Photogrammetric Society on 20th October 1992. Papers from the Congress were published in the International Archives of Photogrammetry and Remote Sensing 29.〈section xml:id="abs1-2"〉〈title type="main"〉Resume Le XVIPème Congrès de la Société Internationale de Photogrammétrie et de Télédétection s'est tenu an Washington Convention Center, Washington D.C., Etats-Unis. du 2 au 14 août 1992. La Société britannique de Photogrammétrie a organisé une réunion le 20 octobre 1992 au cours de laquelle des rapports sur les activités des Commissions Techniques, et sur ľexposition et ľAssemblée Générate du Congrès ont été présentés. Les communications déposées au Congrès ont été publicées dans les Archives internationales de Photogrammétrie et de Télédetéction, n° 29.〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Der XVII. Internationale Kongreβ für Photogrammetrie und Fernerkundung wurde vom 2. bis 14. August 1992 in den USA im Washington Convention Center in Washington, D.C. durchgeführt. Berichte über die Tätigkeit der Technischen Kommissionen, die Kongreβ-Ausstellung und di Generalversammlung wurden am 20. Oktober 1992 auf einer Versammlung der Photogrammetric Society gegeben. Beiträge vom Kongreβ wurden im Internationalen Archiv für Photogrammetrie und Fernerkundung, Bd. 29 veröffentlicht.
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    Notes: This paper describes the derivation of new mathematical formulae for predicting global estimates of accuracies of object point co-ordinates in multistation networks. The formulae are tested with data from real cases that have been reported in the literature and the optimum configuration of convergent photography in multistation networks is discussed.
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    Notes: The photo-radiation method of terrestrial photogrammetry was introduced in 1981 as an appropriate means of rapidly surveying large areas of open ground, primarily beaches. Since that time, several variations on the standard method have been tested. These have arisen from attempting to solve problems associated with particular situations. For instance, the use of the waterline as a means of contouring developed from a problem where a dangerous river bank was inaccessible for traditional survey observations. Another application concerned laboratory testing where photogrammetry is particularly attractive for measurement due to the coverage which is possible, together with the advantage that permanent records remain on film for later re-analysis. Both these variations in the photo-radiation method are described, together with an indication of the circumstances under which they have been successfully applied.
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    Notes: This paper is an attempt to evaluate existing theoretical models for the accuracy of digital terrain models (DTM) both through a theoretical analysis and by experimental tests. In order to extend the discussion, some comments on the general form in which a DTM accuracy model should be constructed are also made and a possible solution is offered.
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    Notes: Book Review in this article:KENYA FROM SPACE: AN AERIAL ATLAS. Edited by Department of Resource Surveys and Remote Sensing (Kenya) and Centre de Recherche, d'Echanges et de Documentation Universitaire (France).NAPLIB DIRECTORY OF AERIAL PHOTOGRAPHIC COLLECTIONS IN THE UNITED KINGDOM 1993. Produced by the National Association of Aerial Photographic Libraries.THEORY OF RECONSTRUCTION FROM IMAGE MOTION. By S. Maybank.EARTH OBSERVATION REMOTE SENSING: SURVEY OF MISSIONS AND SENSORS. By . J. Kramer.GLOBAL POSITIONING SYSTEM: THEORY AND PRACTICE. By B. Hofmann-Wellenhof, H. Lichten-egger and J. Collins.GEOGRAPHIC INFORMATION SYSTEMS. By T. Bernhardsen.SENSORS: A COMPREHENSIVE SURVEY. Edited by W. Göpel, J. Hesse and J. N. Zemel. VOLUME 6: OPTICAL SENSORS. Edited by E. Wagner, R. Dändliker and K. Spenner.MODELLE UND ALGORITHMEN FÜR DAS FACETTEN-STEREOSEHEN. By M. Weisensee.FUNDAMENTALS OF SPATIAL INFORMATION SYSTEMS. By R. Laurini and D. Thompson.HISTORIC LANDSCAPES OF BRITAIN FROM THE AIR. Edited by R. Glasscock.OPTICAL METHODS IN ENGINEERING METROLOGY. Edited by D. C. Williams.REMOTE SENSING AND GEOGRAPHIC INFORMATION SYSTEMS: GEOLOGICAL MAPPING, MINERAL EXPLORATION AND MINING. By C. A. Legg.PHOTOGRAMMETRY. VOLUME 1. FUNDAMENTALS AND STANDARD PROCESSES. Fourth revised and enlarged edition. By K. Kraus.THE PHOTOGRAPHIC LENS. Second edition. By S. F. Ray.
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    Notes: The features of the Intergraph InterMap digital photogrammetric workstation are described. The flexibility of the photogrammetric and image processing capabilities of InterMap allows the system to be fully integrated into a number of fields of special application without the need for a photogrammetric operator, but data handling should still be controlled by a photogrammetric expert. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé On d'crit dans cet article les l'ments caracteristiques de la station de photogramétrie numérique InterMap d'Intergraph. Si la souplesse des possibilityés offertes par InterMap dans les traitements ďimages ou de photogramétrie permet au systéme de s'intégrer pleinement dans un large domaine ďapplication spéciales sans recourir a'ľaide ďun opérateurphotogrammétre, il n‘en reste pas moins que la manipulation des donnees doit rester sous le contrôle ďun spécialiste de la photogramétrie. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Beschreibung der Charakteristika der digitalen photogrammetrischen Arbeitsstation Inter Map von Intergraph. Die Flexibilität der photogrammetrischen und Bildverarbeitungs-komponenten gestattet die voile Integration des Systems bei einer Anzahl von Sonderanwendungen, ohne daβ dazu ein photogrammetrischer Auswerter erforderlich ist, jedoch sollte die Datenbehandlung weiterhin von einem photogrammetrischen Experten gesteuert werden.
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    Notes: Developments in automated close range photogrammetry over the past decade have produced systems capable of achieving measurement accuracies of one part in several hundred thousand of the size of the object. The impetus for precision photogrammetry has come mainly from the industrial sectors of aircraft, aerospace and antenna manufacturing, but potential applications are not limited to these areas alone. This paper discusses the applicability of industrial photogrammetric techniques for the monitoring of ground surface displacements which accompany oil recovery operations. A pilot study is reported in which photogrammetric positioning accuracies at the millimetre level were sought over an area of 1 × 1.6 km. The large scale of the convergent network, coupled with the high level of positioning accuracy, meant that special consideration had to be given to both operational aspects (helicopter photography and targeting) and mathematical modelling (refraction compensation). Lessons learned in this project have implications for the broader application of high precision photogrammetry in large scale civil and geotechnical engineering, as well as in the mining industry. 〈section xml:id="abs1-2"〉〈title type="main"〉Résumé Les progrès réalisés dans la photogrammétrie rapprochée automatisée au cours de la dernière décennie, ont débouché sur des systèmes capables ďeffectuer des mesures avec une précision de quelques cent millièmes de la taille de ľobjet. La photogrammétrie de haute précision a bénéficiéďune impulsion venant essentiellement du secteur des industries de ľaviation, de ľaerospatial et des constructeurs ďantennes, mais ses applications potentielles ne se limitent pas à ces seuls secteurs. On examine dans cet article la possibilityéďapplication des techniques de photogrammétrie industrielle à la surveillance des mouvements de la surface du sol qui se produisent dans les opérations ďextraction du pétrole. On décrit une opération-pilote dans laquelle on recherchait des précisions de localisation photogrammétrique de ľordre du millimètre sur une zone de 1 × 1,6km. La réalisation ďun réseau de photographies convergentes prises à grande échelle et destinées à fournir une précision de localisation de haut niveau, a demandé de prêter une attention particulière aux aspects opérationnels (photographie en hélicoptère et pré-balisage) ainsi qu'à la modélisation mathématique (corrections de réfraction). Ľexpérience acquise dans ce projet pourra être utilisée pour une application plus étendue de la photogrammétrie de haute précision dans le domaine du génie civil ou géo-technique à grande échelle ainsi que dans ľindustrie minière. 〈section xml:id="abs1-3"〉〈title type="main"〉Zusammenfassung Entwicklungen in der automatisierten Nahbereichsphotogrammetrie haben in der letzten Dekade zu Sstemen geführt, mit denen Meβgenauigkeiten von 1 zu einigen Einhunderttausend der Objektgröβe möglich sind. Der Anstoβ zur Präzisionsphotogrammetrie kam hauptsdchlich von der Luftfahrt-, Raumfahrt- und Antennenindustrie, aber mögliche Anwendungen sind nicht darauf beschränkt. Im Artikel wird die Anwendbarkeit von Verfahren der Industriephotogrammetrie auf Bewegungen der Gelände-oberfläche, die im Zusammenhang mit der Förderung von Erdöl auftreten, diskutiert. Es wird über eine Pilotstudie berichtet, bei der man über ein Gebiet von 1x1,6 km photogrammetrische Positioniergenauigkeiten im Millimeter-Bereich anstrebte. Der groβe maβstab des konvergenten Netzes, gepaart mit dem hohen Niveau der Positioniergenauigkeit bedeuteten, daβ sowohl die operationellen Aspekte (Hubschrauberaufnahmen und Signalisierung) ah auch die mathematische Modellierung (Kompensation der Refraktion) spezielle Überlegungen erforderten. Die bei diesem Projekt gesammelten Erfahrungen haben einen Einfluβ auf die breitere Anwendung der Präzisions-photogrammetrie auf groβmaβstäbige Aufgaben im Bau- und Geo-ingenieurwesen sowie im Bergbau.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Land application of sewage sludge requires careful monitoring because of its potential for contamination of surface water and ground water. A rainfall simulator was used the investigate the effects of freshly applied sludge on infiltration, and on runoff of sediment and nutrients from agricultural crop lands. Rain was applied to 16 experimental field plots. A three-run sequence was used to simulate different initial moisture conditions. Runoff, sediment, and nutrient losses were monitored at the base of each plot during the simulated rainfall events. Sludge was surface applied and incorporated at conventionally-tilled plots and surface applied at no-till plots, at rates of 0, 75, 150 kg-N/ha. Steady-state infiltrability increased as a result of sludge application, although the no-till practice was more effective in increasing the infiltrability than the sludge application. No-till practices greatly reduced runoff, sediment, and nutrient losses from the sludge treated plots, relative to the conventional tillage practices. Incorporation of the sludge was effective in reducing nutrient yields at the conventionally-tilled plots. This effect was more pronounced during the third rainstorm, with wet initial conditions. Peak loadings of nutrients appeared during the rainstorm with wet initial conditions.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Air temperatures are sometimes used as substitutes for stream temperatures. To examine the errors associated with this procedure, linear relationships between stream temperatures, T, and air temperatures, Ta, recorded for 11 streams in the central U.S. (Mississippi River basin) were analyzed. Weather stations were an average 42 miles (range 0 to 144 miles) from the rivers. The general equations, Tw= 5.0 + 0.75 Ta and Tw= 2.9 + 0.86 Ta with temperatures in °C, were derived for daily and weekly water temperatures, respectively, for the 11 streams studied. The simulations had a standard deviation between measurements and predictions of 2.7°C (daily) and 2.1°C (weekly). Equations derived for each specific stream individually gave lower standard deviations, i.e., 2.1°C and 1.4°C, respectively. Small, shallow streams had smaller deviations than large, deep rivers. The measured water temperatures follow the air temperatures closely with some time lag. time lags ranged from hours to days, increasing with stream depth. Taking into account these time lags improved the daily temperature predictions slightly. Periods of ice cover were excluded from the analysis.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Modem management concepts were used to increase the efficiency and productivity of a large and complex water resource study conducted on two Delaware River components of the National Wild and Scenic Rivers System. The study analyzed the hydraulics of a 120 mile reach of the river using Rhodamine WT dye injected under medium-flow, low-flow steady-state, and low-flow-surge wave flow conditions. The study benefited from a decentralized management structure that used informal teams to attain quality control objectives, to overcome study difficulties, to secure substantial interagency cooperation, and to maximize limited financial and staffing resources.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Nitrogen inputs to, and outputs from, a 55-acre site in Lancaster County, Pennsylvania, were estimated to determine the pathways and relative magnitude of loads of nitrogen entering and leaving the site, and to compare the loads of nitrogen before and after the implementation of nutrient management.Inputs of nitrogen to the site were manure fertilizer, commercial fertilizer, nitrogen in precipitation, and nitrogen in ground-water inflow; and these sources averaged 93, 4, 2, and 1 percent of average annual nitrogen additions, respectively. Outputs of nitrogen from the site were nitrogen in harvested crops, loads of nitrogen in surface runoff, volatilization of nitrogen, and loads of nitrogen in ground-water discharge, which averaged 37, less than 1, 25, and 38 percent of average annual nitrogen removals from the site, respectively. Virtually all of the nitrogen leaving the site that was not removed in harvested crops or by volatilization was discharged in the ground water.Applications of manure and fertilizer nitrogen to 47.5 acres of cropped fields decreased about 33 percent, from an average of 22,700 pounds per year (480 pounds per acre per year) before nutrient management to 15,175 pounds of nitrogen per year (320 pounds per acre per year) after the implementation of nutrient management practices. Nitrogen loads in ground-water discharged from the site decreased about 30 percent, from an average of 292 pounds of nitrogen per million gallons of ground water before nutrient management to an average of 203 pounds of nitrogen per million gallons as a result of the decreased manure and commercial fertilizer applications. Reductions in manure and commercial fertilizer applications caused a reduction of approximately 11,000 pounds (3,760 pounds per year; 70 pounds per acre per year) in the load of nitrogen discharged in ground water from the 55-acre site during the three-year period 1987–1990.
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    Notes: : This paper presents a parameter sensitivity study of a two-dimensional flow and transport model of a contaminated site. Hydrogeological and site data from previous investigations were used for calibration. The USGS contaminant transport model (MOC) was used.After flow calibration to establish a reference model, parameters were varied to examine the effect each had on predictions of a contaminant plume. Hydrogeological parameters and a step size parameter were incrementally varied individually. Each result was compared to the reference model output to evaluate changes in concentration values and contaminant plume configuration.The study indicated that a generally predictable trend can be established for some parameters not affected by pumping or similar high stresses. Ranges were identified to relate concentration error or plume change to the amount of parameter error. Some parameter perturbations produced distorted model responses at high stress locations. Porosity and anisotropy were found to be the most influential of the model parameters studied on the plume predictions. (KEY TERMS: ground water hydrology; hydrogeology; pollution modeling; water quality; model calibration.)
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Ten pairs of snow sensors were analyzed to investigate the feasibility of predicting snow water equivalent at high-elevation, telemetered snow sensor sites from lower-elevation sensors. The need for this analysis stems from an agreement between the California Department of Water Resources and the USDA Forest Service to temporarily allow snow sensors in California's wilderness areas so that a predictive relationship can be developed. After 10 or 15 years, the agreement calls for the sensors to be removed. Initial efforts to a priori select sensor pairs were based on proximity, colocation within a basin, and annual precipitation amount, but regression yielded poor fits (R2 〈 0.65) and high standard errors in eight of the ten cases. Analysis of the results suggested that eleva-tional similarity was the most important selection criteria, and that all available sensors near the target site should be analyzed via a regression screening. Using elevation for selection and the regression screening, five sensors that initially had poor fits were reanalyzed. Each of the five sensors was paired with between two and five new sensors, and R2 values improved between 27 and 46 percent. Various data smoothing and editing algorithms were evaluated, but they rarely resulted in improved fits.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : An automated extraction of channel network and sub-watershed characteristics from digital elevation models (DEM) is performed by model DEDNM. This model can process DEM data of limited vertical resolution representing low relief terrain. Such representations often include ill-defined drainage boundaries and indeterminate flow paths. The application watershed is an 84 km2 low relief watershed in southwestern Oklahoma. The standard for validation is the network and subwatershed parameters defined by the blue line method on USGS 7.5–minute topographic maps. Evaluation of the generated and validation networks by visual comparisons shows a high degree of correlation. Comparison of selected network parameters (channel length, slope, drainage density, etc.) and of drainage network composition (bifurcation, length, slope, and area ratios) shows that, on the average, the generated parameters are within 5 percent of those derived from the validation network. The largest discrepancies were found for the channel slope values. The results of this application demonstrate that DEDNM effectively addresses network definition problems often encountered in low relief terrain and that it can generate accurate network and subwatershed parameters under those conditions.
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  • 46
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Soil-water conditions provide valuable insight into the hydrologic system in an area. A soil-water balance quantitatively summarizes soil-water conditions and is based on climatic, soil, and vegetation characteristics that vary spatially and temporally. Soil-water balances in the Great Plains of the central United States were simulated for 1951–1980. Results of the simulations were mean annual estimates of infiltration, runoff, actual evapotranspiration, potential recharge, and consumptive water and irrigation requirements at 152 climatic data stations. A method was developed using a geographic information system to integrate and map the simulation results on the basis of spatially variable climatic, soil, and vegetation characteristics. As an example, simulated mean annual potential recharge was mapped. Mean annual potential-recharge rates ranged from less than 0.5 inch in much of the north-central and southwestern Great Plains to more than 10 inches in parts of eastern Texas and southwestern Arkansas.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : As part of a larger model to identify lands suitable for acquisition, a water supply protection model was developed using the Southwest Florida Water Management District's GIS. Several hydrologic and hydrogeologic data layers were overlaid to develop maps showing ground-water supply suitability, protection areas for surface-water supply, protection areas for major public supply wells, susceptibility to ground-water contamination, and recharge to the Floridan aquifer. These intermediate layers were combined into a final map to prioritize protection areas for water supply.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: ASSTRACT: As part of its mission, the U.S. Geological Survey conducts water-resources research. Site-specific and aggregate water-use data are used in the Survey's National Water-Use Information Program and in various hydrologic investigations. Both types of activities have specific requirements in terms of water-use data access, analysis, and display. In Kansas, the Survey obtains water-use information from several sources. Trpically, this information is in a format that is not readily usable by the Survey. Geographic information system (GIS) technology is being used to restructure the available water-use data into a format that allows users to readily access and summarize site-specific water-use data by source (i.e., surface or ground water), type of use, and user-defined area.
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    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : An integrated remotely sensed database was used as the basis for a hydrologic and sediment transport modeling effort for an agricultural area of western Puerto Rico. Classified spectral images of airborne radiance data provided ground cover information and were used in conjunction with topographic and soils data to guide model construction and provide input to the water balance and sediment yield simulations. Runoff and sediment discharge from hydrologically homogeneous regions were routed through the drainage network and combined at the basin outlet. The model was used to simulate four years of observed sediment discharge from the basin. Relative contributions to the total sediment yield of forested and agricultural areas were determined and compared.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A geographic information system (GIS) was used to determine the relation between the stream-water quality and underlying geology in Roberts Creek watershed, Clayton County, Iowa, for base-flow conditions during the spring and summer of 1988–90. Geologic, stream, basin and subbasin boundaries, and water-quality sampling-site coverages were created by digitizing available maps. A contour coverage was created from digital line-graph data. The areal extent of geologic units subcropping in each subbasin was quantified with GIS, and the results then were output and joined with the discharge and water-quality data for statistical analyses. Illustrations showing the geology of the study area and the results of the study were prepared using GIS. By using GIS and a statistical software package, a weak but statistically significant relation was found between the water temperature, pH, and nitrogen concentrations in Roberts Creek and the underlying geology during base-flow conditions.
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    Indoor air 3 (1993), S. 0 
    ISSN: 1600-0668
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    Topics: Architecture, Civil Engineering, Surveying , Medicine
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The Great Lakes Environmental Research Laboratory developed a semiautomatic software package for making hydrological outlooks for the Great Lakes. These include basin moisture storages, basin runoff, lake heat storage, lake evaporation, heat fluxes, and net lake supplies, one or more full months into the future. The package combines GLERL's rainfall-runoff and lake evaporation models with near real-time data reduction techniques to represent current system states. Users select historical meteorologic record segments as candidate future scenarios to generate deterministic near real-time hydrological outlooks. GLERL has extended the package to make probabilistic outlooks for a decision-maker who must estimate the risk associated with his decisions. GLERL matches National Weather Service meteorologic outlook probabilities by selecting groups of historical meteorologic sequences, and constructs embedded outlook intervals for each hydrologic variable of interest. Interval probabilities are assigned from comparisons over a recent evaluation period. This physically-based approach for generating outlooks offers the ability, as compared to other statistically-based approaches, to incorporate improvements in the understanding, of process dynamics as they occur in the future and to respond reasonably to conditions initial to a forecast (such as heat and moisture storages), not observed in the past.
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  • 53
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    Journal of the American Water Resources Association 29 (1993), S. 0 
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Storm runoff from four characteristic types of residential roofs and incident rainwater were monitored for 47 storm events over a six-month period at Nacogdoches, Texas, to study water quality conditions for 20 element and four chemical variables. The total element concentration in storm runoff from each roof type was greater than that of rainwater in the open. Differences in element concentrations in storm runoff among the four roof types were statistically significant (α≤ 0.05) with the differences for the wood shingle roof being the greatest and that for terra cotta clay roof being the least. The median concentrations of four element variables exceeded the Texas surface water quality standards, while 12 variables exceeded the standards at least one time in all samples collected. Zinc concentrations violated the Standard ranging from 85.7 percent of the samples for the wood shingle roof to 66.0 percent for the composite shingle, the greatest exceedances of all 24 variables studied. Storm characteristics and gutter maintenance level had some effects on these water quality conditions. The study suggested that roof types can be important to water pollution management programs. More detailed studies on roof water quality in major municipalities are required.
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The seasonal Kendall test is used for detecting water-quality trend or lack of trend for monthly data of 15 water-quality constituents at 15 sampling stations in the Arkansas River, the Neosho River, and the Verdigris River basins. Trends of individual constituents and the trends of the first four principal components for the correlation matrix of water-quality data at each station are determined, and the relationships between the trends of constituents and the trends of principal components are established. Using the principal components not only reduces the high dimensionality of the original data to a few principal components, but also presents an overall picture of water-quality trend of these river basins.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The environmental setting of the Red River of the North basin within the United States is diverse in ways that could significantly control the areal distribution and flow of water and, therefore, the distribution and concentration of constituents that affect water quality. Continental glaciers shaped a landscape of very flat lake plains near the center of the basin, and gently rolling uplands, lakes, and wetlands along the basin margins. The fertile, black, fine-grained soils and landscape are conducive to agriculture. Productive cropland covers 66 percent of the land area. The principal crops are wheat, barley, soybeans, sunflowers, corn, and hay. Pasture, forests, open water, and wetlands comprise most of the remaining land area. About one-third of the 1990 population (511,000) lives in the cities of Fargo and Grand Forks, North Dakota and Moorhead, Minnesota. The climate of the Red River of the North basin is continental and ranges from dry subhumid in the western part of the basin to subhumid in the eastern part.From its origin, the Red River of the North meanders northward for 394 miles to the Canadian border, a path that is nearly double the straight-line distance. The Red River of the North normally receives over 75 percent of its annual flow from the eastern tributaries as a result of regional patterns of precipitation, evapotranspiration, soils, and topography. Most runoff occurs in spring and early summer as a result of rains falling on melting snow or heavy rains falling on saturated soils. Lakes, prairie potholes, and wetlands are abundant in most physiographic areas outside of the Red River Valley Lake Plain. Dams, drainage ditches, and wetlands alter the residence time of water, thereby affecting the amount of sediment, biota, and dissolved constituents carried by the water.Ground water available to wells, streams, and springs primarily comes from sand and gravel aquifers near land surface or buried within 100 to 300 feet of glacial drift that mantles the entire Red River of the North basin. Water moves through the system of bedrock and glacial-drift aquifers in a regional flow system generally toward the Red River of the North and in complex local flow systems controlled by local topography. Many of the bedrock and glacial-drift aquifers are hydraulically connected to streams in the region.The total water use in 1990, about 196 million gallons per day, was mostly for public supply and irrigation. Slightly more than one half of the water used comes from ground-water sources compared to surface-water sources. Most municipalities obtain their water from ground-water sources. However, the largest cities (Fargo, Grand Forks and Moorhead) obtain most of their water from the Red River of the North.The types and relative amounts of various habitats change among the five primary ecological regions within the Red River of the North basin. Headwater tributaries are more diverse and tend to be similar to middle-reach tributaries in character rather than the lower reaches of these tributaries for the Red River of the North.Concentrations of dissolved chemical constituents in surface waters are normally low during spring runoff and after thunderstorms. The Red River of the North generally has a dissolved-solids concentration less than 600 milligrams per liter with mean values ranging from 347 milligrams per liter near the headwaters to 406 milligrams per liter at the Canadian border near Emerson, Manitoba. Calcium and magnesium are the principal cations and bicarbonate is the principal anion along most of the reach of the Red River of the North. Dissolved-solids concentrations generally are lower in the eastern tributaries than in the tributaries draining the western part of the basin. At times of low flow, when water in streams is largely from ground-water seepage, the water quality more reflects the chemistry of the glacial-drift aquifer system.Ground water in the surficial aquifers commonly is a calcium bicarbonate type with dissolved-solids concentration generally between 300 and 700 milligrams per liter. As the ground water moves down gradient, dissolved-solids concentration increases, and magnesium and sulfate are predominant ions. Water in sedimentary bedrock aquifers is predominantly sodium and chloride and is characterized by dissolved-solids concentrations in excess of 1,000 milligrams per liter.Sediment erosion by wind and water can be increased by cultivation practices and by livestock that trample streambanks. Nitrate-nitrogen concentrations also can increase locally in surficial aquifers beneath cropland that is fertilized, particularly where irrigated. Nitrogen and phosphorous in surface runoff from cropland fertilizers and nitrogen from manure can contribute nutrients to lakes, reservoirs, and streams. Some of the more persistent pesticides, such as atrazine, have been detected in the Red River of the North. Few data are available to conclusively define the presence or absence of pesticides and their break-down products in Red River of the North basin aquifers or streams.Urban runoff and treated effluent from municipalities are discharged into streams. These point discharges contain some quantity of organic compounds from storm runoff, turf-applied pesticides, and trace metals. The largest releases of treated-municipal wastes are from the population centers along the Red River of the North and its larger tributaries. Sugar-beet refining, potato processing, poultry and meat packing, and milk, cheese, and cream processing are among the major food processes from which treated wastes are released to streams, mostly in or near the Red River of the North.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The Vrana Lake on the island of Cres in the Adriatic Sea represents a specific phenomenon of karst hydrology. The island of Cres covers an area of 404.3 km2 with an average volume of 220 × 106 m3 of fresh water in the lake. The island has an average rainfall of 1,063 mm, with a Mediterranean climate. The lake has a bottom reaching a depth of 62 m below mean sea level. The average water level is 14 m above mean sea level. The most probable theories on the origin of the lake and its hycirologic-hydrogeologic functioning state that it is a flooded poije in karst. The water budget method was used to define the lake catchments area at approximately 25 km2. During the last six years, there has been drastic decrease of about 3 m in the lake's water level. This phenomenon was analyzed and it was calculated that 53 percent of the water-level decline was caused by water discharges from the lake to satisfy water supply demands, and 47 percent was due to a period of low precipitation during the analyzed period.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : This paper reviews the processes that occurred during an application of the Metropolitan Water District (MWD)-MAIN water use forecasting system for the City of Salinas, California. The review includes an analysis of sources of available data, methods for estimating input data, calibration, and verification of the MWD-MAIN System, and an evaluation of the reliability of system output. We found that inexperienced users can have difficulty understanding the level of skill, knowledge, and amount of data that are required to produce reliable forecasts.Some of the issues associated with application of the MWD-MAIN System include the following:〈list xml:id="l1" style="custom"〉•All input data needed for accurate forecasts simply are not available for many cities and towns.•The data requirements are more extensive than many users anticipate.•Substantial requirements for manipulation of input data produces opportunity for error that creates major time demands in troubleshooting.•Calibration and verification for specific uses can be substantially more difficult than is readily apparent from the guidance manual.•Independent validity checks need to be done to validate system output.•If specified calibrating procedures do not produce reasonable results, reestimating slope coefficients is an option, but this requires resources and expertise that can easily exceed the limits of most users.These are problems typical of most complex models. Reviews such as this can help users to appreciate the level of data required, and to use the MWD-MAIN System in a more effective and efficient manner.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Environmental response to acidic deposition results from movement of water through the ecosystem. As a part of the environmental studies for acidic deposition sponsored by the U.S. Environmental Protection Agency (EPA), hydrologic classification based on regional baseflow properties was done. To obtain the amount of baseflow, a flow separation method was developed based on the division of streamflows into “baseflow” and “other” runoff sources. Because of the differences in the flow paths and exposure duration, the two components were assumed to be associated with distinct geo-chemical responses. Individual annual hydrographs were analyzed using 31 separation slopes to determine the amount of baseflow. A total of 1575 streamflow stations in the Northeastern U.S. were analyzed through the access of a long-term daily stream-flow data base. An interactive computer program was developed to obtain baseflow properties and other hydrologic characteristics of each station. The output from this analysis was used to perform cluster analysis to classify streamflow behaviors. The clustering output showed different regional boundaries than those currently used by the EPA for water quality studies.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A Geographic Information System (GIS) was used to develop an automated procedure for identifying the primary aquifers supplying ground water to individual wells in eastern Arkansas. As mandated by state law, water-use data are reported by ground-water withdrawers annually to the Arkansas Soil and Water Conservation Commission, and stored in the Arkansas Site-Specific Water-Use Data System provided and supported by the U.S. Geological Survey. Although most withdrawers are able to provide the amount of water withdrawn and the depth of their wells, very few are able to provide the name of the aquifer from which they withdraw water.GIS software was used to develop an automated procedure for identifying the primary aquifers supplying ground water to individual wells in eastern Arkansas. The software was used to generate a spatial representation of the bottom boundary for the Mississippi River Valley alluvial aquifer (the shallowest aquifer) in eastern Arkansas from well log-data collected by the U.S. Geological Survey. The software was then used to determine the depth of the aquifer bottom at reported well locations to ascertain whether the Mississippi River Valley alluvial aquifer or a deeper aquifer was the primary aquifer providing water to each well. The alluvial aquifer was identified as the primary aquifer for about 23,500 wells.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Understanding the hydrologic processes of rangeland plant communities is essential to determine if water augmentation through shrub management is feasible. Vegetation manipulation studies are costly, difficult to accurately replicate, and often require more than 10 years to determine treatment effect on the water budget. If properly applied, hydrologic simulation models are an attractive alternative for assessing vegetation manipulation practices. The ERHYM-II model was evaluated to determine if it was capable of simulating the water balance for honey mesquite shrub clusters, grass interspaces, and bare soil in south Texas. The simulated water budget was within 2 percent of the measured evapotranspiration for the shrub clusters and grass interspaces. The model underestimated the number of runoff events and overestimated runoff volume for the grass interspace and shrub clusters. Simulated runoff was overestimated by approximately twofold for the grass interspace and threefold for the shrub clusters. Although simulated runoff was substantially overestimated, observed and simulated runoff only accounted for 3 to 6 percent of annual rainfall for the grass and shrub dominated areas, respectively. Simulated evapotranspiration was underestimated by 18 percent and soil water content was overestimated by 82 percent for the bare soil. The model underestimated evapotranspiration for the bare soil as a result of restricting evaporative losses to the first soil layer. Based on our analysis, the ERHYM-II model has the potential for simulating the annual water balance for semiarid rangeland plant communities where runoff and deep drainage are limited components of the water balance.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Long-term land use and reservoir sedimentation were quantified and linked in a small agricultural reservoir-watershed system without having historical data. Land use was determined from a time sequence of aerial photographs, and reservoir sedimentation was determined from cores with 137Cs dating techniques. They were linked by relating sediment deposition to potential sediment production which was determined by the Universal Soil Loss Equation and by SCS estimates for gullied land. Sediment cores were collected from Tecumseh Lake, a 55-ha reservoir with a 1,189-ha agricultural watershed, constructed in 1934 in central Oklahoma. Reservoir sediment deposition decreased from an average of 5,933 Mg/yr from 1934 to 1954, to 3,179 Mg/yr from 1954 to 1962, and finally to 1,017 Mg/yr from 1962 to 1987. Potential sediment production decreased from an average of 29,892 to 11,122 and then to 3,589 Mg/yr for the same time periods as above, respectively. Reductions in deposition and sediment production corresponded to reductions in cultivated and abandoned cropland which became perennial pasture. Together, cultivated and abandoned cropland accounted for 59 percent of the watershed in 1937, 24 percent in 1954, and 10 percent in 1962. Roadway erosion, stream bank erosion, stored stream channel sediment, and long-term precipitation were considered, but none seemed to play a significant role in changing sediment deposition rates. Instead, the dominant factor was the conversion of fields to perennial pastures. The effect of conservation measures on reservoir sedimentation can now be quantified for many reservoirs where historical data is not available.
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    Journal of the American Water Resources Association 29 (1993), S. 0 
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Recent federal legislation strengthened nonpoint source pollution regulations and helped to support and standardize pollution control efforts. A comprehensive review of current state and federal programs for forest areas reveals a substantial increase in agency water quality protection activities. These new efforts emphasize monitoring to assess the use and effectiveness of best management practices (BMPs). Recent monitoring reveals that BMP use is increasing and that such use typically maintains water quality within standards. However, information is generally lacking about the cost effectiveness of BMP programs. Carefully designed and executed monitoring is the key to better specification of BMPs and more cost effective water quality protection. (KEY TERMS: water quality; nonpoint source pollution; water law; watershed management; forestry; best management practices.)
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A mathematical model is developed to optimally schedule long-term stormwater infrastructure rehabilitation activities. The model is capable of considering multiple rehabilitation projects and is driven by overall cost eensiderations. Rehabilitation activities are scheduled based on perceived reliabilities and future deterioration expected within the specified planning horizon. Future growth within the stormwater drainage basin is incorporated using chance constraints that limit the likelihood that a stormwater discharge exceeds system conveyance capacity. Model structure and development are discussed, and a hypothetical example using a drainage network is presented.
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A model of comprehensive environmental monitoring process with integral quality assurance is presented. This model views the monitoring process as iterative cycles of a series of elements: design, plan, protocols, preparation, field liaison, sample collection, sample handling, laboratory analysis, data transmission, data validation, data approval, data provision, statistical analysis, and reporting. Quality assurance is linked to each element, not just to laboratory analysis. The program of quality assurance ensures that environmental monitoring data are compatible with the project goals, are comparable between various sampling agencies, and maintain a high degree of scientific credibility. The key characteristics of the overall quality assurance process are detailed documentation, timely resolution of problems, regular reporting, and routine independent audits.
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Construction of a tide gate at the mouth of the north channel of the Savannah River in Georgia has resulted in significant changes in salinities influencing marsh community changes. The tide gate is directly responsible for a 2 to 6 mile upstream displacement of salt water in the river. In the marsh, soil salinities ranged from 0.0 ppt at upstream sites to 12 ppt at downstream sites when the tide gate was in operation. Within two months of taking the tide gate out of operation, interstitial salinities at the downstream sites dropped to 4 ppt. Influences of the tide gate on marsh vegetation were modeled in a geographic information system. With the tide gate out of operation, the model predicts that freshwater marsh would increase in area by 340 percent.
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    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The Gunnison River drains a mountainous basin in western Colorado, and is a large contributor of water to the Colorado River. As part of a study to assess water resource sensitivity to alterations in climate in the Gunnison River basin, climatic and hydrologic processes are being modeled. A geographic information system (GIS) is being used in this study as a link between data and modelers - serving as a common data base for project personnel with differing specialties, providing a means to investigate the effects of scale on model results, and providing a framework for the transfer of parameter values among models. Specific applications presented include: (1) developing elevation grids for a precipitation model from digital elevation model (DEM) point-elevation values, and visualizing the effects of grid resolution on model results; (2) using a GIS to facilitate the definition and parameterization of a distributed-parameters, watershed model in multiple basins; and (3) nesting atmospheric and hydrologic models to produce possible scenarios of climate change.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : This paper confirms the use of interpolated data to refine water surface profiles. Sources of error within these computations are due to truncation error, inaccuracies in geometric data, and improper modeling. Confirmation includes the development of an equation that models the effect of data measurement error on the computed water surface profile. A review of interpolation procedures includes a proposed method based upon geometric properties.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The projected increase in the concentration of CO2 and other greenhouse gases in the atmosphere is likely to result in a global temperature increase. This paper reports on the probable effects of a temperature increase and changes in transpiration on basin discharge in two different mountain snowmelt regions of the western United States. The hydrological effects of the climate changes are modeled with a relatively simple conceptual, semi-distributed snowmelt runoff model. Based on the model results, it may be concluded that increased air temperatures will result in a shift of snowmelt runoff to earlier in the snowmelt season. Furthermore, it is shown that it is very important to include the expected change in climate-related basin conditions resulting from the modeled temperature increase in the runoff simulation. The effect of adapting the model parameters to reflect the changed basin conditions resulted in a further shift of streamflow to April and an even more significant decrease of snowmelt runoff in June and July. If the air temperatures increase by approximately 5°C and precipitation and accumulated snow amounts remain about the same, runoff in April and May, averaged for the two basins, is expected to increase by 185 percent and 26 percent, respectively. The runoff in June and July will decrease by about 60 percent each month. Overall, the total seasonal runoff decreases by about 6 percent. If increased CO2 concentrations further change basin conditions by reducing transpiration by the maximum amounts reported in the literature, then, combined with the 5°C temperature increase, the April, May, June, and July changes would average +230 percent, +40 percent, −55 percent, and −45 percent, respectively. The total seasonal runoff change would be +11 percent.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Ceramic atmometers were tested to determine their usefulness for measuring evaporation in water resources applications. Field experiments were used to evaluate the precision, responsiveness to a range of potential evaporation conditions in a forested catchment, and interpretation of water loss of Bellani plate atmometers. The experiments, conducted from April to October in a warm, humid climate in the southeastern United States, indicate that atmometers can be reliable monitoring instruments for estimating potential evaporation. The small size, portability, low internal thermal mass, low cost, and ability to integrate the effect of radiation, air temperature, humidity and windspeed into one direct measurement of potential evaporation, make atmometers a useful instrument for certain water resources applications.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : This paper discusses a computer program which extracts a number of watershed and drainage network properties directly from digital elevation models (DEM) to assist in the rapid parameterization of hydrologic runoff models. The program integrates new and established algorithms to address problems inherent in the analysis low-relief terrain from raster DEMs similar to those distributed by the U.S. Geological Survey for 7.5-minute quadrangles. The program delineates the drainage network from a DEM, and determines the Strahler order, total and direct drainage area, length, slope, and upstream and downstream coordinates of each channel link. It also identifies the subwatershed of each channel source and of the left and right bank of each channel link, and assigns a unique number to each network node. The node numbers are used to associate each subwatershed with the channel link to which it drains, and can be used to control flow routing in cascade hydrologic models. Program output includes tabular data and raster maps of the drainage network and subwatersheds. The raster maps are intended for import to a Geographical Information System where they can be registered to other data layers and used as templates to extract additional network and subwatershed information.
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  • 71
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The visualization of water quality data in lakes was achieved by integrating the U.S. Environmental Protection Agency's (EPA) STORET water quality database, lake shoreline polygons from EPA's Reach File (version 3), and the UNIMAP 2-D and 3-D interactive mapping and modeling software. Based on lake name (and state abbreviation), a lake shoreline polygon can be accessed from the Reach File. The coordinates of the polygon are portrayed by the U.S. Geological Survey (USGS) 1:100,000 scale Digital Line Graph (DLG) hydrography layer. This polygon is passed, in turn, to the STORET water quality file. Monitoring stations located within the polygon boundary are extracted along with the complete sampling survey. Specific parameters, such as total phosphorus, pH, ammonia, and optional time and depth restrictions can be selected to build a file of x, y, z1, z1…, zn data which is imported to UNIMAP. Up to four parameters, including depth, can be selected at a time. Within UNIMAP, the data is gridded and then displayed as a 2-D color contour map, 3-D perspective contour map, or 2-D projected time or depth slices. This system operates on the EPA ES9000 mainframe computer located in Research Triangle Park (RIP), North Carolina. LAKEMAP is the culmination of an effort to bridge the gap between the vast array of environmental data collected by the EPA and the complex analytical and display software resident on the mainframe.
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    Notes: : The National Oceanic and Atmospheric Administration is developing a river forecast system for the Nile River in Egypt. The river forecast system operates on scientific work stations using hydrometeorological models and software to predict inflows into the high Aswan Dam and forecast flow hydrographs at selected gaging locations above the damThe Nile Forecasting System (NFS) utilizes satellite imagery from the METEOSAT satellite as the input to the forecast system. Satellite imagery is used to estimate precipitation over the Blue Nile Basin using five different techniques. Observed precipitation data and climatic statistics are used to improve precipitation estimation. Precipitation data for grid locations are input to a distributed water balance model, a hill slope routing model, and a channel routing model. A customized Geographic Information System (GIS) was developed to show political boundaries, rivers, terrain elevation, and gaging network. The GIS was used to develop hydrologic parameters for the basin and is used for multiple display features.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Techniques were developed using vector and raster data in a geographic information system (GIS) to define the spatial variability of watershed characteristics in the north-central Sierra Nevada of California and Nevada and to assist in computing model input parameters. The U.S. Geological Survey's Precipitation-Runoff Modeling System, a physically based, distributed-parameter watershed model, simulates runoff for a basin by partitioning a watershed into areas that each have a homogeneous hydrologic response to precipitation or snowmelt. These land units, known as hydrologic-response units (HRU's), are characterized according to physical properties, such as altitude, slope, aspect, land cover, soils, and geology, and climate patterns. Digital data were used to develop a GIS data base and HRIJ classification for the American River and Carson River basins. The following criteria are used in delineating HRU's: (1) Data layers are hydrologically significant and have a resolution appropriate to the watershed's natural spatial variability, (2) the technique for delineating HRU's accommodates different classification criteria and is reproducible, and (3) HRU's are not limited by hydrographic-subbasin boundaries. HRU's so defined are spatially noncontiguous. The result is an objective, efficient methodology for characterizing a watershed and for delineating HRU's. Also, digital data can be analyzed and transformed to assist in defining parameters and in calibrating the model.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : U.S. Environmental Protection Agency (EPA) statutes require identification of all potential sources of contamination within a wellhead protection area. All wells over Spokane County's aquifer are included in one wellhead protection zone called the Aquifer Sensitive Area (ASA).A GIS-based Contaminant Source Inventory (CSI) was developed for the ASA. Datasets listing businesses and agencies within the ASA were imported into the GIS from state, county, city, and local agencies. These datasets were selected, joined, and sorted using GIS relational database capabilities into one ASA “business master file.” Map files were projected and transformed into common coordinates. Next, business sites within the master file were spatially related by address to the digital map files. Likely Critical Materials Users (CMU) were identified by sorting on selected standard Industrial Codes (SIC). Additional files of CMUs were imported into the Contaminant Source Inventory. GIS queries were performed to locate specific materials, quantities, and storage facilities, and to analyze CMU activity within selected buffer zones.This project demonstrated the usefulness of GIS technology in the development, management, maintenance, and analysis of vast quantities of data associated with a local wellhead protection pro. gram.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Public awareness of the importance of protecting the nation's water supplies is growing. Recent studies have shown a substantial increase in the perceived value of protecting water supplies for future use. In the Northeast, much of the water supply comes from ground water. This paper examines three test cases, each with different approaches for using geographic information systems (GIS) for ground water protection planning. In Wellfleet, Massachusetts, build-out scenarios were used to support regulatory and land acquisition decisions for siting a public water supply well. In Hadley, Massachusetts, the focus was on a decision support model for septic suitability assessment in support of regulatory efforts and infrastructure expansion. For Cortland County, New York, an interactive graphic user interface was created to facilitate the manipulation and recombination of a large volume of data by county officials to target ground water pollution prevention efforts. As personal computers become more powerful and inexpensive, and GIS data become more readily available, community and county governments are turning to GIS as a tool for developing comprehensive resource protection plans. Once appropriate data are input, a GIS can effectively and efficiently be used to derive outcomes of various land use plans and regulations.
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    Notes: : The Sand and Gravel Aquifer is the sole source of potable water in Escambia County, Florida. In order to better understand the hydraulics of the aquifer, a numerical computer model of the aquifer was developed. The model applied a finite element technique which allowed for density-dependent transport and flow in three dimensions. The modeling technique was integrated with GIS to develop a system for optimal management of the resource.The GIS was the primary tool in the development of the model grid, as well as being the integral component in the modeling procedure. Multiple model grids were developed for simulating regional flow and local flow/transport phenomena. The model grids were generated by the GIS where nodal and element sequencing were recorded. The grid topology was stored in the GIS with the element numbers, node numbers, and the related hydrogeologic attributes. The Triangulated Irregular Network (TIN) module was used for transferring interpolated value between GIS coverages. TIN allowed a fit of the model grid to the physical dimensions of the aquifer and for interpolating boundary values for telescopically refined grids. Calculations between TIN surfaces provided the residuals of the dependent variable from observed TIN surfaces.Model calibration was conducted within the GIS environment through a combination of visual and relational querying. The GIS provided an integrated environment which facilitated model analyses and data storage and retrieval.
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    Notes: : The reauthorization of the Clean Water Act reemphasizes the need for regional scale monitoring and management of nonpoint pollution loads. The magnitude of the task will require that local governments and their consultants integrate information systems and modeling if they are to manage the massive data sets and conduct the array of simulations that will be needed to support the decision making processes. Interfacing geographic information systems (GIS) and nonpoint pollution modeling is a logical approach. The objective of the present study was to use the 37,000-acre area defined by the Kensington Quadrangle sheet in Montgomery County, Maryland, to show that GIS-supported nonpoint pollution modeling is practical and economically attractive. The purpose of the GIS is to estimate the spatial distribution of nonpoint nitrogen, phosphorous, zinc, lead, BOD, and sediment using a model developed by the Northern Virginia Planning District Commission. The system allows the user to change land uses in subareas to simulate the consequences of additional development or alternate management strategies. The tests show that in-house development of this type of special purpose GIS is a practical alternative to vendor supplied systems and that the required databases can be developed quite reasonably.
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    Notes: : The effects of digital elevation model resolutions and contour lengths on the distribution of the topographic index, a fundamental parameter for the hydrologic model, TOPMODEL, and their influence on the predicted peak flows are investigated in this paper. A small agricultural catchment (3.38 km2) is used to determine the catchment response modeled by TOPMODEL for three rainfall events.
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    Notes: : Forest management activities may substantially alter the quality of water draining forests, and are regulated as nonpoint sources of pollution. Important impacts have been documented, in some cases, for undesirable changes in stream temperature and concentrations of dissolved oxygen, nitrate-N, and suspended sediments. We present a comprehensive summary of North American studies that have examined the impacts of forest practices on each of these parameters of water quality. In most cases, retention of forested buffer strips along streams prevents unacceptable increases in stream temperatures. Current practices do not typically involve addition of large quantities of fine organic material to streams, and depletion of streamwater oxygen is not a problem; however, sedimentation of gravel streambeds may reduce oxygen diffusion into spawning beds in some cases. Concentrations of nitrate-N typically increase substantially after forest harvesting and fertilization, but only a few cases have resulted in concentrations approaching the drinking-water standard of 10 mg of nitrate-NIL. Road construction and harvesting increase suspended sediment concentrations in streamwater, with highly variable results among regions in North America. The use of best management practices usually prevents unacceptable increases in sediment concentrations, but exceptionally large responses (especially in relation to intense storms) are not unusual.
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    Notes: : Since the 1970s, there has been extensive experimentation with new approaches to water and land resources management at the state and local levels. There is a critical need to document, assess, and synthesize lessons learned from the nation's recent experience with subnational institutional changes in environmental management. This paper examines institutional changes aimed at more integrated water and related resources management at the substate level of government. We describe innovative institutional changes in a case study of Dane County, Wisconsin, and assess the implementation and preliminary consequences of these changes.Dissatisfaction with watershed and lake management results and perceptions of institutional inadequacy led to significant changes in the structure and rules for county resources management. A new entity was created to focus watershed management responsibilities. The scope of authority and powers were expanded. However, these changes all occurred within the framework of a general purpose unit of government. The new institutional arrangements have achieved a number of milestones, although it is premature to fully assess resource outcomes. The substantive changes, implementation tactics, and overall experience in Dane County's reforms - especially with regard to addressing intergovernmental tensions and decentralized management, limited authorities and funding, and public and constituency support - have useful implications for other substate efforts at more comprehensive and integrated water resources management.
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    Notes: : Rush Creek, the principal tributary to Mono Lake, has undergone profound hydrologic modifications as a result of flow regulation for hydroelectric generation and irrigation, diversions for irrigated agriculture, and diversions for water export to the City of Los Angeles. Lower Rush Creek (the lowermost 13 km downstream of Grant Lake Reservoir) was dry by 1970, but now receives flow as a result of court-ordered efforts to restore former ecological conditions. Using available historic data and recent field measurements, we constructed the water balance for Lower Rush Creek, identifying six distinct historical periods characterized by very different patterns of gain and loss. The hydrologic patterns must be understood as a basis for modeling ecosystem response to stream-flow alteration. A gradually gaining stream under natural conditions, the advent of irrigation diversions caused the middle reaches of Lower Rush Creek to be often completely dry, while irrigation-recharged springs still maintained a baseflow in the downstream “Meadows” ranch. Increased water exports from the basin subsequently reduced irrigation and dried up the springs.
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    Notes: : The AGNPS (AGricultural NonPoint Source) model was evaluated for predicting runoff and sediment delivery from small watersheds of mild topography. Fifty sediment yield events were monitored from two watersheds and five nested subwater-sheds in East Central Illinois throughout the growing season of four years. Half of these events were used to calibrate parameters in the AGNPS model. Average calibrated parameters were used as input for the remaining events to obtain runoff and sediment yield data. These data were used to evaluate the suitability of the AGNPS model for predicting runoff and sediment yield from small, mild-sloped watersheds.An integrated AGNPS/GIS system was used to efficiently create the large number of data input changes necessary to this study. This system is one where the AGNPS model was integrated with the GRASS (Geographic Resources Analysis Support System) GIS (Geographical Information System) to develop a decision support tool to assist with management of runoff and erosion from agricultural watersheds. The integrated system assists with the development of input GIS layers to AGNPS, running the model, and interpretation of the results.
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    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The U.S. Geological Survey modular, three-dimensional, finite-difference, ground-water flow model, commonly called MODFLOW, has been modified so that it can read and write files used by a geographic information system (GIS). The modified model program is called MODFLOWARC.The design of MODFLOWARC parallels the design of the ground-water flow model program MODFLOW. The names of the variables, modules, and submodules used to explain the operations of MODFLOWARC were derived from the names used in MODFLOW. During the data input phase, MODFLOWARC reads array control records similar to the original control records of MODFLOW, except an additional variable is added. This additional variable is the name of the computer files containing array data in GIS format. Data output is achieved by setting record/input flags and by supplying a variable that is the name of the directory where the output data will be recorded. The modifications to MODFLOW were minimized so that MODFLOWARC will operate on an existing ground-water flow model without modifying array control records.
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    Notes: : Gage-induced biases in monthly precipitation are estimated and removed at 1818 stations across the continental United States from 1950 through 1987. Deleterious effects of the wind and wetting losses on the interior walls of the gage were considered. These “corrected” estimates were obtained using site-specific information including wind speed, shelter-height air temperature, gage height, and sheltering. Wind speed and air temperature were interpolated at stations for which these data were not available using a spherically-based, nearest neighbor interpolation procedure. Results indicate that, as expected, biases are greater in the winter than the summer owing to the increased problems (particularly wind-induced) of measuring snowfall. In summer, percent errors range between 4 and 6 percent over nearly three-quarters of the United States with slightly larger errors over the Rocky Mountains. By contrast, winter biases are highly correlated with snowfall totals and percentage errors increase poleward, mimicking patterns of snowfall frequency. Since these biases are not trivial, they must be accounted for in order to obtain accurate and reliable time-series. If these biases are not properly addressed, serious errors can be introduced into climate change, hydrologic modeling, and environmental impact research.
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    Notes: : The Floridan Aquifer is the primary source of water in the coastal area of Santa Rosa County, Florida. In order to optimize well field design and analyze aquifer stress problems, the USGS MODFLOW code (McDonald and Harbaugh, 1988) is applied to develop a numerical computer model of the aquifer. The Geographical Information System (GIS) is the primary tool used in the development of the model grid, performance of the modeling procedure, and model analysis. The GIS is used in generating multiple grids in which to simulate both regional scale and local scale flow. The grid topology is recorded in geographic coordinates which facilitates geo-referencing and orientation of the grid to base maps and data coyerages. The GIS allows data transfer from various coverages to the nodes of the block centered grid where hydrogeologic information is stored as attributes to the grid coverage. From this grid coverage, pertinent information is queried within the GIS environment and used to generate the input files for the MODFLOW simulation. After MODFLOW execution, simulated heads and drawdown are imported into the grid coverage where residual error and recharge rates can be calculated. Contoured surfaces are then created for selected data sets including simulated heads, drawdown, residual error, and recharge rates. Model calibration is conducted utilizing the GIS to generate and process data sets associated with model simulations.
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    Notes: : In geohydrology, three-dimensional surfaces are typically represented as a series of contours. Water levels, saturated thickness, precipitation, and geological formation boundaries are a few examples of this practice. These surfaces start as point measurements that are then analyzed to interpolate between the known point measurements. This first step typically creates a raster or a set of grid points. In modeling, subsequent processing uses these to represent the shape of a surface. For display, they are usually converted to contour lines. Unfortunately, in many field applications, the (x, y) location on the earth's surface is much less confidently known than the data in the z dimension.To test the influence of (x, y) locational accuracy on z dimension point predictions and their resulting contours, a Monte Carlo study was performed on water level data from northwestern Kansas. Four levels of (x, y) uncertainty were tested ranging in accuracy from one arc degree-minute (± 2384 feet in the x dimension and ± 3036 feet in the y dimension) to Global Positioning Systems (GPS) accuracy (± 20 feet for relatively low cost systems). These span the range of common levels of locational uncertainty in data available to hydrologists in the United States.This work examines the influence that locational uncertainty can have on both point predictions and contour lines. Results indicate that overall mean error exhibits a small sensitivity to locational uncertainty. However, measures of spread and maximum errors in the z domain are greatly affected. In practical application, this implies that estimates over large regions should be asymptotically consistent. However, local errors in z can be quite large and increase with (x, y) uncertainty.
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    Notes: : The Central Nebraska Basins (NAWQA) study unit includes the Platte River and two major tributaries, the Loup and Elkhorn Rivers. Platte River flows are variable in the western part of the study unit because of diversions, but the Loup and Elkhorn Rivers originate in an area of dune sand covered by grassland that generates consistent base flows. More frequent runoff in the eastern part of the study unit also sustains stream flow. Ground water in the study unit has no regional confining units and the system is a water table aquifer throughout. Macroinvertebrate and fish taxa at biological sampling sites in the state were related to stream flow. One of the four wetland complexes identified in the study unit includes habitat for threatened and endangered bird species. The study unit is an agricultural area that includes row crops, both irrigated and nonirrigated in the eastern and southern parts, and rangeland in the Sand Hills of the western part. A water quality assessment will be based on the differences in environmental setting in each of four subunits within the study unit.]
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The Rio Grande Valley National Water-Quality Assessment study unit encompasses about 45,700 square miles in Colorado, New Mexico, and Texas upstream from the gaging station Rio Grande at El Paso, Texas, and includes surface-water closed basins east of the Continental Divide in New Mexico, and the San Luis Closed Basin in Colorado. The mean annual precipitation ranges from less than 6 to more than 50 inches; potential evapo-transpiration ranges from less than 35 to more than 80 inches per year. Land use is mainly rangeland, forest land, and cropland. Total irrigated acreage in 1990 was about 914,000 acres and water use was about 3,410,000 acre-feet. Two structural settings are found in the study unit: alluvial basins and bedrock basins. The alluvial basins can have through-flowing surface water or be closed basins. The discussion of streamflow and water quality for the surface-water system is based on four river reaches for the 750 miles of the main stem. The quality of the ground water is affected by both natural process and human activities and by nonpoint and point sources. Nonpoint sources for surface water include agriculture, hydromodification, and mining operations; point sources are mainly discharge from wastewater treatment plants. Nonpoint sources for ground water include agriculture and septic tanks and cesspools; point sources include leaking underground storage tanks, unlined or manure-lined holding ponds used for disposal of dairy wastes, landfills, and mining operations.
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  • 92
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    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The South Platte River Basin was one of 20 study units selected in 1991 for investigation under the U.S. Geological Survey's National Water-Quality Assessment (NAWQA) program. One of the initial tasks undertaken by the study unit team was to review the environmental setting of the basin and assemble ancillary data on natural and anthropogenic factors in the basin. The physical, chemical, and biological quality of the water in the South Platte River Basin is explicitly tied to its environmental setting. The resulting water quality is the product of the natural conditions and human factors that make up the environmental setting of the basin.This description of the environmental setting of the South Platte River Basin and its implications to the water quality will help guide the design of the South Platte NAWQA study. Natural conditions such as physiography, climate, geology, and soils affect the ambient water quality while anthropogenic factors such as water use, population, land use and water-management practices can have a pronounced effect on water quality in the basin. The relative effects of mining, urban, and agricultural land- and water-uses on water-quality constituents are not well understood. The interrelation of the surface-water and ground-water systems and the chemical and biological processes that affect the transport of constituents needs to be addressed. Interactions between biological communities and the water resources also should be considered. The NAWQA program and the South Platte River Basin study will provide information to minimize existing knowledge gaps, so that we may better understand the effect these natural conditions and human factors have on the water-quality conditions in the basin, now and in the future.
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  • 93
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : In 1991 the Trinity River Basin National Water-Quality Assessment (NAWQA) was among the first 20 study units to begin investigations under full-scale program implementation. The study-unit investigations will include assessments of surface-water and ground-water quality. Initial efforts have focused on identifying water-quality issues in the basin and on the environmental factors underlying those issues. The environmental setting consists of both physical and cultural factors. Physical characteristics described include climate, geology soils, vegetation, physiography, and hydrology. Cultural characteristics discussed include population distribution, land use and land cover, agricultural practices, water use, and reservoir operations. Major water-quality categories are identified and some of the implications of the environmental factors for water quality are presented.
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  • 94
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Recent assessments have emphasized the lack of a field and laboratory component in hydrologic education at the university level. Consequences of this lack include: (1) an unwarranted faith in published data; (2) lack of appreciation for the spatial and temporal variability of most hydrologic processes; (3) lack of appreciation for the difficulty of collecting good quality field data; (4) an inability to design and execute projects to collect field data; (5) a lack of field experience which can be applied when confronted with different problems or new environments; (6) an inability to evaluate published materials or models against “field reality;” (7) an excessive reliance on, and trust in, theoretical or conceptual models; and (8) reduced potential for lifelong learning through observation and analysis. Field courses need not be costly or difficult, but the instructor must be willing to adapt to the uncertainty and problems associated with field measurements. A recently updated course on watershed measurements at Colorado State University illustrates the type of field courses which can be developed if there is the necessary commitment and flexibility. The lack of a current text can be overcome by assembling selected portions of existing government documents, and a sample bibliography is included.
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  • 95
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Data from a 455-acre clearcut ponderosa pine forest watershed in northern Arizona were used to identify relationships between suspended sediment concentration and streamflow discharge. Sediment rating curves were derived by geometric least-squares regression using 515 paired suspended sediment concentration and streamflow discharge measurements obtained from 1974 through 1982. Scatter about the straight line relationship was found when all available pairs of suspended-sediment-concentration and streamflow measurements were used together. The effect of some of the variation was offset by subdividing the data set on the basis of streamflow generation mechanisms. Improved descriptive power also was achieved when separate rising- and falling-stage data sets were considered in deriving the sediment rating curves. Most noticeable was the improvements within low-intensity, frontal rainfall events. There was no significant improvement in descriptive power when separate rising- and falling-stage data sets were considered in deriving the sediment rating curves for snowmelt-runoff events. Higher suspended sediment concentrations were observed during the rising stage of hydrographs than for similar flows on the falling stage, mainly for winter-rainfall with insignificant snow accumulation on the ground and rain-on-snow events.
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  • 96
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Effective monitoring configurations for contaminant detection in groundwater can be designed by analyzing the spatial relationships between candidate sampling sites and aquifer zones susceptible to contamination. Examples of such zones are the domain underlying the contaminant source, zones of probable contaminant migration, and areas occupied by water supply wells. Geographic information systems (GIS) are well-suited to performing key groundwater monitoring network design tasks, such as calculating values for distance variables which quantify the proximity of candidate sites to zones of high pollution susceptibility, and utilizing these variables to quantify relative monitoring value throughout a model domain. Through a case study application, this paper outlines the utility of GIS for detection-based groundwater quality monitoring network design. The results suggest that GIS capabilities for analyzing spatially referenced data can enhance the field-applicability of established methodologies for groundwater monitoring network design.
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  • 97
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A Geographic Information System (GIS) was used to expedite assembly of input-data sets for a model of ground-water flow in the Middle Patuxent River basin in Howard County, Maryland. The model grid was developed with GIS and used to select attributes from GIS data coverages. These attributes were then output from GIS into the input-data sets, which included model boundaries, regolith thickness, bedrock-surface altitude, stream locations, stream length, stream-bottom altitude, and trans-missivity. The ability to change large sets of spatial data quickly and accurately with GIS enhances the model-calibration process. (KEY TERMS: GIS; ground water; Piedmont; Maryland; MODFLOW.)
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  • 98
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : In a 16-year paired watershed study in Arizona, a 303-acre chaparral watershed was treated by helicopter in a mosaic pattern (55 percent of watershed) with tebuthiuron herbicide pellets to control the moderately dense, heavy water-using chaparral. The objective was to determine if annual stream discharge could be increased without degrading other resource values. An adjacent untreated chaparral watershed served as the control on which to base the water quantity and quality treatment effects. Annual streamflow was increased by 1.5 to 5 inches over a seven-year evaluation period. The streamflow increase was accompanied by a small but statistically significant increase in nitrate concentration. The relatively small nitrate response was attributed to the mosaic treatment. Nitrate released from the converted areas was diluted by streamflow from untreated areas, thereby reducing nitrate concentrations in streamflow at the watershed outlet.
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  • 99
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Reliable and consistent estimation of the components of the hydraulic conductivity tensor provides information needed to make proper decisions regarding clean up and restoration of contaminated aquifers. In this study, the nonlinear least-squares estimation technique was applied to drawdown versus time data from three or more observation wells to determine a theoretical ellipse of equal drawdown. The angle of rotation of this ellipse with respect to the working coordinate axes was determined by a procedure based on contouring the drawdowns at a given time. This ellipse, in turn, was used to estimate the directions and magnitudes of the horizontal components of the hydraulic conductivity tensor. The technique is applicable to confined, as well as leaky, aquifers. Sources of error in this technique include nonhomogeneity of the aquifer and partial penetration of the pumping and observation wells into the aquifer. The procedure presented may be used as an additional tool to verify computations of hydraulic conductivity anisotropy based on other techniques.
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  • 100
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    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 29 (1993), S. 0 
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : A simulation model [Salmonid Spawning Analysis Model (SSAM)] was developed as a management tool to evaluate the relative impacts of stream sediment load and water temperature on salmonid egg survival. The model is useful for estimating acceptable sediment loads to spawning habitat that may result from upland development, such as logging and agriculture. Software in common use in the USA were adapted for use in gravel bedded rivers and linked to simulate water temperature (the USFWS Instream Water Temperature, SNTEMP model) and water and sediment routing (the USAE Scour and Deposition in Rivers and Reservoirs, HEC-6 model, version 3.2). These models drive the redd (spawning nest) model (the USDA-ABS Sediment Intrusion Dissolved Oxygen SIDO model) which simulates sediment intrusion and dissolved oxygen concentration in the redd environment. The SSAM model predictions of dissolved oxygen and water temperature compared favorably with field data from artificial redds containing hatchery chinook salmon eggs.
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