2019
DOI: 10.1016/j.geomorph.2019.106837
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Quantification of fluvial wood using UAVs and structure from motion

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Cited by 44 publications
(55 citation statements)
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“…unless otherwise indicated, but rarely do studies report α, the percentage of the jam that is solid, but not wood ( Figure 1A). Time consuming to determine WV; not possible for some field situations Manners et al, 2007;Sanhueza et al, 2019;Thevenet et al, 1998; Visual Visual estimate of proportion of void space (or proportion of filled space subtracted from unity) of jam Best guess, difficult to replicate; internal and/or submerged portion of jams nearly impossible to see and characterize Steeb et al, 2017;Ventres-Pake et al, 2019 Stratigraphic characterization Estimate porosity in measured vertical and/or horizonal layers (either visual estimation or back-calculation of plot or segment); porosity estimates weighted to get a porosity estimate for entire jam Direct measurement Measure all LW pieces through deconstruction or in situ and use equation for cylinder to convert to WV; or weigh all pieces and use wood density estimates to convert to WV Time consuming; often only focuses on LW and smaller material either visually estimated or ignored; assumption of cylindrical shape introduces inaccuracy Livers and Wohl, 2016;Manners et al, 2007;Ravazzolo et al, 2015;Sanhueza et al, 2019;Thevenet et al, 1998 Complete box JV completely encloses all wood, organic matter, and void space; 0.9 porosity used to convert air-wood space (JV) to WV with Equation 1 or Equation 2; Figure 1(B) A 0.9 porosity specific to Thevenet et al, 1998; calibration curves needed to account for variability in LW density and jam types across regions or depositional processes Boivin et al, 2015;Thevenet et al, 1998 Best-fit box JV defined by a box, prism, or other simple geometric shape that best fits the jam but may not totally enclose all jam materials; convert to WV; JV is subjective; pieces extending outside best-fit box must be accounted for appropriately to obtain total WV Dixon, 2016;…”
Section: Terminology and Basic Equations Usedmentioning
confidence: 99%
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“…unless otherwise indicated, but rarely do studies report α, the percentage of the jam that is solid, but not wood ( Figure 1A). Time consuming to determine WV; not possible for some field situations Manners et al, 2007;Sanhueza et al, 2019;Thevenet et al, 1998; Visual Visual estimate of proportion of void space (or proportion of filled space subtracted from unity) of jam Best guess, difficult to replicate; internal and/or submerged portion of jams nearly impossible to see and characterize Steeb et al, 2017;Ventres-Pake et al, 2019 Stratigraphic characterization Estimate porosity in measured vertical and/or horizonal layers (either visual estimation or back-calculation of plot or segment); porosity estimates weighted to get a porosity estimate for entire jam Direct measurement Measure all LW pieces through deconstruction or in situ and use equation for cylinder to convert to WV; or weigh all pieces and use wood density estimates to convert to WV Time consuming; often only focuses on LW and smaller material either visually estimated or ignored; assumption of cylindrical shape introduces inaccuracy Livers and Wohl, 2016;Manners et al, 2007;Ravazzolo et al, 2015;Sanhueza et al, 2019;Thevenet et al, 1998 Complete box JV completely encloses all wood, organic matter, and void space; 0.9 porosity used to convert air-wood space (JV) to WV with Equation 1 or Equation 2; Figure 1(B) A 0.9 porosity specific to Thevenet et al, 1998; calibration curves needed to account for variability in LW density and jam types across regions or depositional processes Boivin et al, 2015;Thevenet et al, 1998 Best-fit box JV defined by a box, prism, or other simple geometric shape that best fits the jam but may not totally enclose all jam materials; convert to WV; JV is subjective; pieces extending outside best-fit box must be accounted for appropriately to obtain total WV Dixon, 2016;…”
Section: Terminology and Basic Equations Usedmentioning
confidence: 99%
“…Recent efforts characterize jams as the volume within a mold of the outside of the jam rather than a box or easily surveyed shape, usually computed from three-dimensional (3D) representations of the jam generated from complete field surveys of the outside geometry of jams ( Figure 1D). Increasingly popular is the use of structure-from-motion (SfM) and unmanned aerial vehicles (UAVs) to generate high-resolution orthomosaics (Sanhueza et al, 2019) or dense and 3D meshes and point clouds (Spreitzer et al, 2019) that capture the detailed complexity of the external surface of the jam. However, these still need to be adjusted by a porosity value to derive WV (Equation 1) since the center of the jam is still obscured, and the more detailed representation of the outside surface, the lower the porosity value should be (Spreitzer et al, 2019).…”
Section: Porosity Problemsmentioning
confidence: 99%
“…By the 21st century, however, research on large wood in rivers and the ecology of disturbed landscapes had matured to the point that the eruptions of Chilean volcanoes (Chaiten in 2008 and Calbuco in 2015) prompted intensive research on large wood. This work by an international cadre of scientists has concentrated on channel segments of the Blanco (also known as Chaitén) and Rayas rivers in the Chaitén area, and the Blanco‐Este River which drains the northeastern flanks of Calbuco volcano (Umazano et al ., 2014; Valdebenito et al ., 2015; Ulloa et al ., 2015a, 2015b; Mohr et al ., 2017; Tonon et al ., 2017; Sanhueza et al ., 2019). The studies address a variety of questions concerning sources and fates of large wood affected by pyroclastic density currents (PDC), tephra fall, and post‐eruption runoff processes in rivers draining from these volcanoes.…”
Section: Case Studiesmentioning
confidence: 99%
“…However, such technology is expensive and therefore available only in some regions. Alternatively, photogrammetry based on structure from motion multi-view stereo (SfM-MVS) using UAV (uncrewed aerial vehicle) has been proven time-e cient compared to classical eld surveys (Sanhueza et al, 2019). This approach overcomes data availability issues and is relatively low-cost.…”
Section: Introductionmentioning
confidence: 99%
“…This approach overcomes data availability issues and is relatively low-cost. Nevertheless, most tests were conducted in low-land and ood plains rather than lowaccessibility areas such as steep channels (e.g., Sanhueza et al, 2019). As the accuracy of SfM-MVS is remarkably in uenced by complex surfaces and obstacles, such as steep slopes, large reliefs, and vegetation coverage (e.g., Fonstad et al, 2013; James and Robson, 2014), many unresolved uncertainties remain over the application of the SfM-MVS approach in steep and complex targets, such as woody debris in channels.…”
Section: Introductionmentioning
confidence: 99%