{"id":552,"date":"2014-12-18T14:19:57","date_gmt":"2014-12-18T14:19:57","guid":{"rendered":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/?p=552"},"modified":"2014-12-18T14:37:21","modified_gmt":"2014-12-18T14:37:21","slug":"last-uav-data-collection-of-2014-at-hollin-hill-landslide","status":"publish","type":"post","link":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/2014\/12\/18\/last-uav-data-collection-of-2014-at-hollin-hill-landslide\/","title":{"rendered":"Last UAV data collection of 2014 at Hollin Hill landslide"},"content":{"rendered":"<p>Landslide monitoring with UAV-based approach requires regular imagery acquisition at Hollin Hill British Geological Survey (BGS) observatory site, North Yorkshire. The attached UAV image reveals the progading lobe, intermediate scarps and other landslide features.<\/p>\n<p><a href=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/124000.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-553 aligncenter\" alt=\"124000\" src=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/124000-300x225.jpg\" width=\"300\" height=\"225\" srcset=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/124000-300x225.jpg 300w, https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/124000-1024x768.jpg 1024w, https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/124000.jpg 1094w\" sizes=\"auto, (max-width: 300px) 85vw, 300px\" \/><\/a><\/p>\n<p>The main purpose of this work is to detect the surface change and the landslide velocity field by combining surface matching algorithm and image correlation techniques with UAV-derived mutli-temporal DTMs.<\/p>\n<p>So, last Monday (15\/12\/2014) was a successful day of the final UAV data collection for the year 2014 at Hollin Hill, UAV flying, terrestrial laser scanning and surveying \u2026 we are happy!<\/p>\n<p>We are ready for more UAV flying next year.\u00a0 Best wishes from the Newcastle UAV crew.<\/p>\n<p><a href=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/Newcastle-UAV-crew.png\"><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-556 aligncenter\" alt=\"Newcastle UAV crew\" src=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/Newcastle-UAV-crew-300x223.png\" width=\"300\" height=\"223\" srcset=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/Newcastle-UAV-crew-300x223.png 300w, https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/Newcastle-UAV-crew-1024x764.png 1024w, https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/files\/2014\/12\/Newcastle-UAV-crew.png 1438w\" sizes=\"auto, (max-width: 300px) 85vw, 300px\" \/><\/a><\/p>\n<p>Maria Valasia Peppa,\u00a0\u00a0 PhD student CEG<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Landslide monitoring with UAV-based approach requires regular imagery acquisition at Hollin Hill British Geological Survey (BGS) observatory site, North Yorkshire. The attached UAV image reveals the progading lobe, intermediate scarps and other landslide features. The main purpose of this work is to detect the surface change and the landslide velocity field by combining surface matching &hellip; <a href=\"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/2014\/12\/18\/last-uav-data-collection-of-2014-at-hollin-hill-landslide\/\" class=\"more-link\">Continue reading<span class=\"screen-reader-text\"> &#8220;Last UAV data collection of 2014 at Hollin Hill landslide&#8221;<\/span><\/a><\/p>\n","protected":false},"author":5510,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[7],"tags":[],"class_list":["post-552","post","type-post","status-publish","format-standard","hentry","category-research"],"_links":{"self":[{"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/posts\/552","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/users\/5510"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/comments?post=552"}],"version-history":[{"count":7,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/posts\/552\/revisions"}],"predecessor-version":[{"id":561,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/posts\/552\/revisions\/561"}],"wp:attachment":[{"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/media?parent=552"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/categories?post=552"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.ncl.ac.uk\/geospatialengineering\/wp-json\/wp\/v2\/tags?post=552"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}