2016
DOI: 10.2136/sssaj2015.09.0320
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A Measurement Method for Rill and Ephemeral Gully Erosion Assessments

Abstract: Core Ideas Photogrammetric techniques for spatiotemporal measure of topographic data Physical data for validation and development of soil erosion modeling technology Automated analysis presentation package Rill and ephemeral gully monitoring at high spatial and temporal resolution When flowing water concentrates on hillslopes, the erosivity of the water may only be limited by the erodibility of the soil. Over time, concentrated flow paths may become permanent drainage channels, and such rills and ephemeral gul… Show more

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Cited by 46 publications
(37 citation statements)
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“…2a) and laying out 406 × 406 mm quad-triangle, whiteon-black sheet GCPs and considering the long and short axes of the field as well as the high and low elevations within the field boundary, herein considered to be the field GCPs (10 total). One additional set of GCPs with RAD coded targets was arranged along the gully channel (four pins at the location; Wells et al, 2016), herein considered to be the channel GCPs (four total). All GCPs were surveyed using Topcon GR-3 DGPS survey equipment (Topcon Corporation, Tokyo, Japan; 10 mm of horizontal and 15 mm of vertical kinematic accuracy) to obtain relative position in reference to the state monument point.…”
Section: Differential Global Positioning System (Dgps) For Ground Conmentioning
confidence: 99%
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“…2a) and laying out 406 × 406 mm quad-triangle, whiteon-black sheet GCPs and considering the long and short axes of the field as well as the high and low elevations within the field boundary, herein considered to be the field GCPs (10 total). One additional set of GCPs with RAD coded targets was arranged along the gully channel (four pins at the location; Wells et al, 2016), herein considered to be the channel GCPs (four total). All GCPs were surveyed using Topcon GR-3 DGPS survey equipment (Topcon Corporation, Tokyo, Japan; 10 mm of horizontal and 15 mm of vertical kinematic accuracy) to obtain relative position in reference to the state monument point.…”
Section: Differential Global Positioning System (Dgps) For Ground Conmentioning
confidence: 99%
“…Terrestrial photogrammetry was conducted using a Nikon D7000 16.2 MP camera (Nikon Inc., Melville, NY) with a calibrated 20 mm lens (Gesch et al, 2015;Wells et al, 2016). The camera was mounted to a backpack frame connected to an iPad mini (Apple, Cupertino, CA) through a WiFi CamRanger hub (Camranger LLC; http://www.camranger.com) (Wells et al, 2016).…”
Section: Terrestrial Photogrammetric Surveymentioning
confidence: 99%
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“…The development of these rills may increase erosion rates to an order of magnitude higher than erosion caused by non-concentrated surface flows (Cerdan et al, 2002;Merz and Bryan, 1993;Nouwakpo et al, 2016b;Poesen, 1987;Wirtz et al, 2012a). Because of their highly erratic appearance and their easy destruction through soil management, erosion processes in rills are difficult to quantify (Casalí et al, 2006;Nouwakpo et al, 2016a;Wells et al, 2016).…”
Section: Rill Erosionmentioning
confidence: 99%