Figure 4. Diagram showing photogrammetric, photointerpretation <strong>and</strong> GIS operations used to map <strong>the</strong> vegetation of GRSM. 14
Photogrammetric Operations The main objective of <strong>the</strong> photogrammetric procedure was to densify <strong>the</strong> sparse ground control in <strong>the</strong> Park by means of aerotriangulation, a photogrammetric operation whereby a relatively small number of ground control points (GCPs) are used to ma<strong>the</strong>matically compute <strong>the</strong> ground coordinates of a much larger number of identified pass points (Jordan, 2002). In this way, <strong>the</strong> control network is adequately densified for <strong>the</strong> orthorectification process. At <strong>the</strong> outset, <strong>the</strong> 1:12,000-scale film transparencies were scanned at 600 dots per inch (dpi) using an Epson Expression 836xl desktop scanner to create black-<strong>and</strong>-white digital photos of 42-µm pixel resolution, providing a file of 35 Mbytes for each photo. These digital photos were <strong>the</strong>n displayed on <strong>the</strong> computer monitor <strong>and</strong> with <strong>the</strong> aid of <strong>the</strong> R-WEL, Inc. Desktop <strong>Mapping</strong> System (DMS) software package, <strong>the</strong> image (x,y) coordinates of pass points <strong>and</strong> GCPs were measured in <strong>the</strong> softcopy environment. This was a painstaking <strong>and</strong> time-consuming task. In <strong>the</strong> absence of cultural features <strong>and</strong> <strong>the</strong> near continuous tree canopy cover, <strong>the</strong> passpoints, in <strong>the</strong> majority of instances, were individual tree-tops that had to be identified uniquely on overlapping photographs – not an easy job in terrain of high relief recorded on large-scale photographs (Figure 5). Ground control points were, for <strong>the</strong> most part, natural features (e.g., rock outcrops <strong>and</strong> forks in stream channels) identified on both <strong>the</strong> 1:12,000-scale color infrared transparencies <strong>and</strong> <strong>USGS</strong> Digital Orthophoto Quarter Quads (DOQQs) produced from 1:40,000-scale panchromatic aerial photographs recorded in 1993. The Universal Transverse Mercator (UTM) grid coordinates (X,Y tied to <strong>the</strong> North American Datum of 1927 or NAD 27) of <strong>the</strong>se GCPs were measured directly from <strong>the</strong> DOQQs (accurate to within + 3 m). Elevations for <strong>the</strong> GCPs were derived using CRMS custom software to interpolate <strong>the</strong> Z-coordinates to within + 3 to + 5 m from <strong>USGS</strong> Level 2 Digital Elevation Models (DEMs) with 30-m post spacing (Figure 6). Thus, in this project, no ground survey work was required to obtain <strong>the</strong> GCPs needed as a framework for <strong>the</strong> aerotriangulation process. Analytical aerotriangulation was undertaken for blocks of up to 90 photos, where each block corresponded to <strong>the</strong> area covered by one of <strong>the</strong> 25 <strong>USGS</strong> 1:24,000-scale map sheets covering <strong>the</strong> Park. The PC Giant software package, in conjunction with <strong>the</strong> DMS software, was employed for <strong>the</strong> aerotriangulation process. Output from <strong>the</strong> aerotriangulation was a set of X, Y <strong>and</strong> Z coordinates in <strong>the</strong> UTM coordinate system for <strong>the</strong> nine or more pass points identified by CRMS personnel on each photo. Typical root-mean-square error (RMSE) values for <strong>the</strong>se coordinates averaged + 7 m for <strong>the</strong> XY vectors <strong>and</strong> + 10 m for elevations (Z). The pass points with <strong>the</strong>ir X, Y <strong>and</strong> Z coordinates derived from <strong>the</strong> aerotriangulation process provided <strong>the</strong> ground control required to generate orthophotos <strong>and</strong> mosaics from <strong>the</strong> scanned air photos (Figure 7). These orthophotos <strong>and</strong> mosaics, in turn, were employed in <strong>the</strong> editing <strong>and</strong> attributing operations required to build <strong>the</strong> vector database. Most importantly, however, <strong>the</strong> control provided by <strong>the</strong> aerotriangulation process was essential for rectifying vector overlays generated as part of <strong>the</strong> photointerpretation procedure described below. 15
- Page 1 and 2: Digital Vegetation Maps for the Gre
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- Page 11 and 12: logged or burned (Walker, 1991). Th
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- Page 41 and 42: References Albini, F. A., 1976. Est
- Page 43 and 44: Moore, H.L.A., 1988. A Roadside Gui
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Attachment C Our ecologically based
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Attachment C Mesic Oak-Hardwoods (l
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Attachment C Mixed (Virginia-Pitch-
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Attachment C prints for greatest di
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Attachment C the inhospitable smila
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Attachment C An NVCS association (a
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Attachment C only in protected cove
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Attachment C MOr/R-K (CEGL 7299) an
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Attachment C everything”: Fraser
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Attachment C 30. NHx:Bol, Southern
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Attachment C elevation, the hemlock
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Attachment C the surrounding tree c
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Attachment C Tom Govus should be al
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Attachment C Madden, M., 2003. Visu
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Attachment D species and it is beli
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Attachment D Hemlock understory wit
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Attachment D Spruce with heath bald
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Attachment E Attachment E Notes on
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Attachment E Springs, Wear Cove and
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Attachment E number of leaves are n
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Attachment F HxL 1403 4.9 0.0 141.1
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Attachment F R/T 26 2.4 0.4 6.8 62.
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Attachment G Attachment G Summary o
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Attachment G PIsu/Rm 1 11.0 11.0 11
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Attachment G T/PIs/Ri 53 6.6 0.7 31
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Attachment H Vegetation Modeling, A
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Attachment H Department of Agricult
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Attachment H isolated from the over
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Attachment H 8