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data-trace="false" data-dom-id="Pill-react-component-7397954f-16fc-417f-84c0-23bbeb819bd1"></div> <div id="Pill-react-component-7397954f-16fc-417f-84c0-23bbeb819bd1"></div> </a></div></div></div></div><div class="right-panel-container"><div class="user-content-wrapper"><div class="uploads-container" id="social-redesign-work-container"><div class="upload-header"><h2 class="ds2-5-heading-sans-serif-xs">Uploads</h2></div><div class="documents-container backbone-social-profile-documents" style="width: 100%;"><div class="u-taCenter"></div><div class="profile--tab_content_container js-tab-pane tab-pane active" id="all"><div class="profile--tab_heading_container js-section-heading" data-section="Papers" id="Papers"><h3 class="profile--tab_heading_container">Papers by Colin Thorne</h3></div><div class="js-work-strip profile--work_container" data-work-id="125576778"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/125576778/Riverbank_Instability_Due_to_Bed_Degradation"><img alt="Research paper thumbnail of Riverbank Instability Due to Bed Degradation" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/125576778/Riverbank_Instability_Due_to_Bed_Degradation">Riverbank Instability Due to Bed Degradation</a></div><div class="wp-workCard_item"><span>Hydraulic Engineering</span><span>, 1988</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Degradation lowers the bed of an alluvial channel over a long reach. This has the effect of incre...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Degradation lowers the bed of an alluvial channel over a long reach. This has the effect of increasing the bank heights and angles, which decreases the stability of the banks with respect to mass failure under gravity. As degradation proceeds, the bank height attains a limiting or critical value and the bank fails, usually by a slab-type mechanism. This tends to limit further degradation, with the thrust of channel instability switching from depth to width enlargement. In this paper a new analysis of bank stability is outlined and tested against field data from Long Creek, Mississippi. The analysis is shown to predict accurately the stability and failure geometry of the banks. The applications of the analysis in engineering/geomorphic studies of degradational streams are considered.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="125576778"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="125576778"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125576778; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125576778]").text(description); $(".js-view-count[data-work-id=125576778]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125576778; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125576778']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125576778, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=125576778]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125576778,"title":"Riverbank Instability Due to Bed Degradation","translated_title":"","metadata":{"abstract":"Degradation lowers the bed of an alluvial channel over a long reach. 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src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/125576776/The_Physics_of_Sediment_Transport_by_Wind_and_Water_A_Collection_of_Hallmark_Papers">The Physics of Sediment Transport by Wind and Water: A Collection of Hallmark Papers</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">ABSTRACT Brigadier Ralph Alger Bagnold is especially well known for his pioneering work on wind b...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">ABSTRACT Brigadier Ralph Alger Bagnold is especially well known for his pioneering work on wind blown sands in deserts, but over a period of nearly 60 years, he has also published dozens of papers on sediment transport in the oceans, on beaches, and in rivers. 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href="https://www.academia.edu/125576778/Riverbank_Instability_Due_to_Bed_Degradation"><img alt="Research paper thumbnail of Riverbank Instability Due to Bed Degradation" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/125576778/Riverbank_Instability_Due_to_Bed_Degradation">Riverbank Instability Due to Bed Degradation</a></div><div class="wp-workCard_item"><span>Hydraulic Engineering</span><span>, 1988</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Degradation lowers the bed of an alluvial channel over a long reach. This has the effect of incre...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Degradation lowers the bed of an alluvial channel over a long reach. This has the effect of increasing the bank heights and angles, which decreases the stability of the banks with respect to mass failure under gravity. As degradation proceeds, the bank height attains a limiting or critical value and the bank fails, usually by a slab-type mechanism. This tends to limit further degradation, with the thrust of channel instability switching from depth to width enlargement. In this paper a new analysis of bank stability is outlined and tested against field data from Long Creek, Mississippi. The analysis is shown to predict accurately the stability and failure geometry of the banks. The applications of the analysis in engineering/geomorphic studies of degradational streams are considered.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="125576778"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="125576778"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125576778; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125576778]").text(description); $(".js-view-count[data-work-id=125576778]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125576778; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125576778']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125576778, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=125576778]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125576778,"title":"Riverbank Instability Due to Bed Degradation","translated_title":"","metadata":{"abstract":"Degradation lowers the bed of an alluvial channel over a long reach. 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especially well known for his pioneering work on wind blown sands in deserts, but over a period of nearly 60 years, he has also published dozens of papers on sediment transport in the oceans, on beaches, and in rivers. 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