2009
DOI: 10.1007/s10980-009-9408-y
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Laser scanning of fine scale pattern along a hydrological gradient in a peatland ecosystem

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Cited by 28 publications
(48 citation statements)
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References 34 publications
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“…Seagrasses at our study site lie flat on the sediment when the tide is out, and so do not raise more that 2 cm above the sediment surface. Although shadowing was nonexistent in our application due to the gentle nature of site topography and the lack of erect vegetation, it could pose a serious challenge in densely vegetated sites [24].…”
Section: Effectiveness Of Tlsmentioning
confidence: 98%
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“…Seagrasses at our study site lie flat on the sediment when the tide is out, and so do not raise more that 2 cm above the sediment surface. Although shadowing was nonexistent in our application due to the gentle nature of site topography and the lack of erect vegetation, it could pose a serious challenge in densely vegetated sites [24].…”
Section: Effectiveness Of Tlsmentioning
confidence: 98%
“…This limited our useful scan radius to approximately 50 m. Our implementation of TLS afforded sufficient mapping extent to address the questions of our study, but would not be suitable for larger mapping projects. Some researchers have extended the useful range of scans by elevating the scanner to considerable heights above the sediment surface, e.g., [24], and recently, by developing mobile TLS platforms, e.g., [43].…”
Section: Effectiveness Of Tlsmentioning
confidence: 99%
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“…To achieve this, a differential GPS base station was first set-up at Cotehele (located at N50° 29.6898, W4° 13.5487) and left for 2 hours to collect data. Using receiver independent exchange format (RINEX) software differential corrections were made using the nearest UK Ordnance Survey vector difference corrections following the method described in Anderson et al, (2010). Upon returning to the site the base station was set-up with the determined DGPS co-ordinates.…”
Section: Dgps Surveymentioning
confidence: 99%
“…A pole-mounted roving DGPS receiver (HiPER Pro, Topcon) was then used to survey of the rest of the site against the determined base station position. The reported accuracies of the roving system were <10mm (horizontal) and <15mm (vertical; Topcon 2009 in Anderson et al, 2010). Key features describing the geometry of the site, such as corners of buildings and stone work, were collected with the roving receiver.…”
Section: Dgps Surveymentioning
confidence: 99%