SaLIS Surveying and land information science / American association for geodetic surveying . vol 72 n° 4Paru le : 01/12/2012 ISBN/ISSN/EAN : 1538-1242 |
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Ajouter le résultat dans votre panierGIS-based modeling of sea level rise effect on coastal property management policies / C. A. Nettleman in SaLIS Surveying and land information science, vol 72 n° 4 (December 2012)
[article]
Titre : GIS-based modeling of sea level rise effect on coastal property management policies Type de document : Article/Communication Auteurs : C. A. Nettleman, Auteur ; Thomas Ruppert, Auteur ; Amr Abd-Elrahman, Auteur ; et al., Auteur Année de publication : 2012 Article en page(s) : pp 173 - 187 Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Applications SIG
[Termes IGN] modèle numérique de surface
[Termes IGN] montée du niveau de la mer
[Termes IGN] niveau moyen des mers
[Termes IGN] planification côtière
[Termes IGN] surveillance du littoral
[Termes IGN] système d'information géographiqueRésumé : (Auteur)Florida is threatened by sea level rise (SLR) because of its low elevation and populous coastlines. With only a 0.3 m future water level rise, most of Florida's natural beaches will disappear; with a 1.2 m rise, 2.4 million people will be displaced and 730,000 hectares of land lost. The only way to combat this threat is through coastal policy making. Currently, counties in Florida have no way to choose “good” policies due to the lack of needed information. Using high-resolution digital elevation models (DEM) derived from airborne light detection and ranging (LiDAR) measurements, parcel data, and beach transects from the Army Corps of Engineers, the effects of Sea Level Rise (SLR) on two study areas in Key West (Monroe County) and Pinellas County were analyzed in this study, under three policy scenarios: armoring prohibition, armoring, and relocation (rolling easements). To better address the SLR uncertainty, a range of SLR estimates from 0.15 m to 1.35 m, in 0.15 m increments, was used to simulate the three policy options. Each policy scenario was considered in view of selected primary criteria for each policy, obtained from literature and simulating them using ArcGIS. The results show that Key West would be rapidly inundated by rising waters, leaving little room for “relocation” but the mainland of Pinellas would be inundated much more slowly, allowing for progressive policy options to be implemented. Numéro de notice : A2014-393 Affiliation des auteurs : non IGN Thématique : GEOMATIQUE/POSITIONNEMENT Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=73865
in SaLIS Surveying and land information science > vol 72 n° 4 (December 2012) . - pp 173 - 187[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 121-2012041 RAB Revue Centre de documentation En réserve L003 Disponible EDM calibration and finding errors in the baseline / D. C. Annunciation in SaLIS Surveying and land information science, vol 72 n° 4 (December 2012)
[article]
Titre : EDM calibration and finding errors in the baseline Type de document : Article/Communication Auteurs : D. C. Annunciation, Auteur ; C. J. Blitz, Auteur ; T. J. Brown, Auteur ; et al., Auteur Année de publication : 2012 Article en page(s) : pp 189 - 193 Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Nivellement
[Termes IGN] altimétrie
[Termes IGN] étalonnage d'instrument
[Termes IGN] modèle numérique de surface
[Termes IGN] stationRésumé : (Auteur) This paper describes the methodology used to calibrate a set of six total stations over a typical NGS Calibrated Baseline (CBL), together with the results obtained. The methodology was extended to allow for the correction of some additional systematic errors in the EDM. It is presented to allow others to examine the processes used, and possibly adopt them for their own use when calibrating EDM over an NGS CBL. The measurements indicated that the 0 m point on the CBL had moved from its calibrated location by approximately 0.007 m (7 mm). Examination of the ground mark indicated a significant gouge on the brass plaque, consistent with an impact from a snow-clearing blade. This suggests that while the concrete remained intact, the brass plaque was deformed by the impact, and the zero point moved 0.007 m, lengthening lines connecting to the 0 m mark. Numéro de notice : A2004-394 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=73868
in SaLIS Surveying and land information science > vol 72 n° 4 (December 2012) . - pp 189 - 193[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 121-2012041 RAB Revue Centre de documentation En réserve L003 Disponible Using a geographic information system to resolve a riparian boundary / Josephina Campbell in SaLIS Surveying and land information science, vol 72 n° 4 (December 2012)
[article]
Titre : Using a geographic information system to resolve a riparian boundary Type de document : Article/Communication Auteurs : Josephina Campbell, Auteur ; Brent Corning, Auteur ; Seth Frazier, Auteur Année de publication : 2012 Article en page(s) : pp 195 - 202 Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Applications SIG
[Termes IGN] intégration de données
[Termes IGN] limite cadastrale
[Termes IGN] limite indéterminée
[Termes IGN] rivière
[Termes IGN] système d'information géographiqueRésumé : (Auteur)Geographic Information System (GIS) technology is rapidly evolving into a valuable tool for land surveying professionals. GIS surveying applications include land record databases, land use planning, and the compilation of historical mapping and aerial photography. A professional surveying project can include determining the location of a riparian or littoral boundary. This project shows how a professional land surveyor can utilize GIS software to solve a riparian boundary. The case study for this paper is the Lost River in Klamath County, Oregon. This research project includes historical survey data, maps, and aerial photography. The historical data are combined with current global navigation satellite system (GNSS) survey data and LiDAR imagery to solve the riparian boundary. Figure 1 shows the area of the case study. Numéro de notice : A2014-395 Affiliation des auteurs : non IGN Thématique : POSITIONNEMENT Nature : Article DOI : sans Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=73869
in SaLIS Surveying and land information science > vol 72 n° 4 (December 2012) . - pp 195 - 202[article]Réservation
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Code-barres Cote Support Localisation Section Disponibilité 121-2012041 RAB Revue Centre de documentation En réserve L003 Disponible