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class="data"><span class="js-profile-view-count"></span></p></div></span></div><div class="ri-section"><div class="ri-section-header"><span>Interests</span></div><div class="ri-tags-container"><a data-click-track="profile-user-info-expand-research-interests" data-has-card-for-ri-list="32588560" href="https://www.academia.edu/Documents/in/River_Restoration"><div id="js-react-on-rails-context" style="display:none" data-rails-context="{"inMailer":false,"i18nLocale":"en","i18nDefaultLocale":"en","href":"https://independent.academia.edu/MarcoTubino","location":"/MarcoTubino","scheme":"https","host":"independent.academia.edu","port":null,"pathname":"/MarcoTubino","search":null,"httpAcceptLanguage":null,"serverSide":false}"></div> <div class="js-react-on-rails-component" style="display:none" data-component-name="Pill" data-props="{"color":"gray","children":["River Restoration"]}" data-trace="false" data-dom-id="Pill-react-component-680b286b-3a11-4c9f-b613-bf88329d0518"></div> <div 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data-dom-id="Pill-react-component-3d315213-68df-48d5-9304-ac0c21892c77"></div> <div id="Pill-react-component-3d315213-68df-48d5-9304-ac0c21892c77"></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 Marco Tubino</h3></div><div class="js-work-strip profile--work_container" data-work-id="117859146"><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/117859146/Looking_for_permafrost_signatures_in_Arctic_streams_the_case_of_meandering_rivers"><img alt="Research paper thumbnail of Looking for permafrost signatures in Arctic streams: the case of meandering rivers" 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/117859146/Looking_for_permafrost_signatures_in_Arctic_streams_the_case_of_meandering_rivers">Looking for permafrost signatures in Arctic streams: the case of meandering rivers</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Meandering is one of the most common morphological pattern through which rivers manifest themselv...</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">Meandering is one of the most common morphological pattern through which rivers manifest themselves. Here, the attention is devoted to meandering streams carving their path through permafrost floodplains, which typically characterize cold environments such as the Arctic. Despite meandering rivers have been widely studied in the last fifty years, little is known about the dynamics of streams where banks are composed of perennially frozen material. It is inquired whether there is a morphological signature in the planform of permafrost streams potentially deriving from specific thermo-mechanical processes occurring in Arctic landscapes, like the formation of thermo-erosional niches and sediment slumps caused by thaw-weakened soil. To this aim, a bend scale analysis of the planform geometry of several Arctic streams by means of Landsat satellite imagery is employed. Morphodynamic features such as lateral migration rates, channel curvatures, and width variations, are extracted from multi...</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="117859146"><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="117859146"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 117859146; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=117859146]").text(description); $(".js-view-count[data-work-id=117859146]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 117859146; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='117859146']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 117859146, 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" } } $('.js-work-strip[data-work-id=117859146]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":117859146,"title":"Looking for permafrost signatures in Arctic streams: the case of meandering rivers","translated_title":"","metadata":{"abstract":"Meandering is one of the most common morphological pattern through which rivers manifest themselves. 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href="https://www.academia.edu/98314112/%E6%B2%B3%E9%81%93%E6%8B%A1%E5%B9%85%E3%81%AB%E3%82%88%E3%82%8B%E6%B2%B3%E5%BA%8A%E5%A4%89%E5%8B%95_%E4%B8%80%E8%88%AC%E7%9A%84%E6%8C%99%E5%8B%95%E3%81%A8%E3%82%B1%E3%83%BC%E3%82%B9%E3%82%B9%E3%82%BF%E3%83%87%E3%82%A3_Kugart%E5%B7%9D_%E3%82%AD%E3%83%AB%E3%82%AE%E3%82%B9%E5%85%B1%E5%92%8C%E5%9B%BD_%E3%81%B8%E3%81%AE%E9%81%A9%E7%94%A8">河道拡幅による河床変動:一般的挙動とケーススタディ(Kugart川,キルギス共和国)への適用</a></div><div class="wp-workCard_item"><span>River Research and Applications</span><span>, 2008</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="98314112"><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 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It is well-established that migrating alternate bars arise from an autogenic instability mechanism occurring when the channel width-to-depth ratio is sufficiently large. While several empirical and theoretical relations are available for predicting how bar height and length depend on the key dimensionless parameters, there is a lack of direct, quantitative information about the dependence of bar properties on flow discharge. We performed a series of experiments in a long, mobilebed flume with fixed and straight banks at different discharges. The self-formed bed topography was surveyed, different metrics were analyzed to obtain quantitative information about bar height and shape, and results were interpreted in the light of existing theoretical models. The analysis reveals that the shape of alternate bars highly depends on their formative discharge, with remarkable variations in the harmonic composition and a strong decreasing trend of the skewness of the bed elevation. 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This may result from a variety of factors, like migration of bars, channel curvature, backwater effects, which promote an uneven partition of flow and sediment fluxes in the downstream branches, which we call \"forcings\". Bifurcations also display an intrinsic instability mechanism that leads to unbalanced configurations, as it occurs in the idealized case of a geometrically symmetric bifurcation, which we call \"free\", provided the width-to-depth ratio of the incoming flow is large enough. Most frequently, these free and forced mechanisms coexist, however their controlling roles on bifurcation dynamics has not been investigated so far. In this paper we address such question by proposing a unified free-forced modelling framework for bifurcation morphodynamics. Upstream channel curvature and different slopes of downstream branches (slope advantage) are specifically investigated as forcing effects typically occurring in bifurcations of alluvial channels. The modelling strategy is based on the widely used two-cell model of Bolla Pittaluga et al. (2003) here extended to account for the spatially non-uniform fluxes entering the bifurcation node. Results reveal that the relative role of free and forced mechanisms depends on the width to depth ratio falling above or below the resonant threshold that controls the stability of free bifurcations: when the main channel is relatively wide and shallow (super-resonant regime) the bifurcation invariably evolves towards unbalanced configurations, whatever the combination of curvature and slope advantage values, which instead control the bifurcation response under sub-resonant conditions. Detection of the resonant aspect ratio as a key threshold also releases the modelling approach from the need of parameter calibration that characterized previous approaches, and allows for interpreting under a unified framework the opposite behaviours shown by gravel bed and sand bed bifurcations for increasing Shields parameter values.","publication_date":{"day":null,"month":null,"year":2018,"errors":{}},"publication_name":"Earth Surface Processes and Landforms","grobid_abstract_attachment_id":90851581},"translated_abstract":null,"internal_url":"https://www.academia.edu/86386269/Free_and_forced_morphodynamics_of_river_bifurcations","translated_internal_url":"","created_at":"2022-09-09T22:48:24.594-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":32588560,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":90851581,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/90851581/thumbnails/1.jpg","file_name":"esp.456120220910-1-1jt5iwx.pdf","download_url":"https://www.academia.edu/attachments/90851581/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Free_and_forced_morphodynamics_of_river.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/90851581/esp.456120220910-1-1jt5iwx-libre.pdf?1662791773=\u0026response-content-disposition=attachment%3B+filename%3DFree_and_forced_morphodynamics_of_river.pdf\u0026Expires=1733030375\u0026Signature=f2YrWNKqHN8Bg1Fe-x8aGrNLSGodF1EP1kSgo40nTrOiUeJwOV9iIJDj6DlMf6U2J0jsV5KC805aL3luyMWKsFj23Q59tFWULYRQ6s4oL2O4Vd2fdPrng3749zV8cEbGijDw0RXWVnb15oHFb7qAjU4BbOZrl5-mUR3pduOHGxfpiiJlpF9txg98kw7LPrrNiz-eAM0NBK8OdnOmnLYX6XfBzbH~-WEIXKs3zQJ5IURxiCk9bNcnWZFq9o3A9GFlzpddU3w35zsMv5~D0U7c7TSs1QwHDNKFqiFeRXjdfiK7V3oyjfgha-QhulA-CyAYwx0uQ47FgEn1nA1kEtyUJA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Free_and_forced_morphodynamics_of_river_bifurcations","translated_slug":"","page_count":29,"language":"en","content_type":"Work","owner":{"id":32588560,"first_name":"Marco","middle_initials":null,"last_name":"Tubino","page_name":"MarcoTubino","domain_name":"independent","created_at":"2015-06-27T09:00:31.125-07:00","display_name":"Marco Tubino","url":"https://independent.academia.edu/MarcoTubino"},"attachments":[{"id":90851581,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/90851581/thumbnails/1.jpg","file_name":"esp.456120220910-1-1jt5iwx.pdf","download_url":"https://www.academia.edu/attachments/90851581/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Free_and_forced_morphodynamics_of_river.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/90851581/esp.456120220910-1-1jt5iwx-libre.pdf?1662791773=\u0026response-content-disposition=attachment%3B+filename%3DFree_and_forced_morphodynamics_of_river.pdf\u0026Expires=1733030375\u0026Signature=f2YrWNKqHN8Bg1Fe-x8aGrNLSGodF1EP1kSgo40nTrOiUeJwOV9iIJDj6DlMf6U2J0jsV5KC805aL3luyMWKsFj23Q59tFWULYRQ6s4oL2O4Vd2fdPrng3749zV8cEbGijDw0RXWVnb15oHFb7qAjU4BbOZrl5-mUR3pduOHGxfpiiJlpF9txg98kw7LPrrNiz-eAM0NBK8OdnOmnLYX6XfBzbH~-WEIXKs3zQJ5IURxiCk9bNcnWZFq9o3A9GFlzpddU3w35zsMv5~D0U7c7TSs1QwHDNKFqiFeRXjdfiK7V3oyjfgha-QhulA-CyAYwx0uQ47FgEn1nA1kEtyUJA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":406,"name":"Geology","url":"https://www.academia.edu/Documents/in/Geology"},{"id":140518,"name":"Beach Morphodynamics","url":"https://www.academia.edu/Documents/in/Beach_Morphodynamics"}],"urls":[{"id":23722925,"url":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fesp.4561"}]}, dispatcherData: dispatcherData }); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="84553990"><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/84553990/Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops"><img alt="Research paper thumbnail of Morphodynamic stability and characteristic length scales of bifurcations and confluences loops" 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/84553990/Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops">Morphodynamic stability and characteristic length scales of bifurcations and confluences loops</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">&amp;amp;lt;p&amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and...</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">&amp;amp;lt;p&amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and anastomosing rivers is fundamentally driven by the continuous concatenation of channel bifurcations and confluences, which govern the distribution of flow and sediment among the different branches that are reconnecting further downstream. Almost all studies performed to date consider the two processes separately, although they frequently appear as closely interconnected. In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. The identification of a characteristic length scale that produces a coupling between the confluences and bifurcations opens intriguing possibilities for interpreting the self-adjustment of the planform scale of natural multi-thread rivers.&amp;amp;lt;/p&amp;amp;gt;</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="84553990"><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="84553990"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 84553990; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=84553990]").text(description); $(".js-view-count[data-work-id=84553990]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 84553990; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='84553990']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 84553990, 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" } } $('.js-work-strip[data-work-id=84553990]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":84553990,"title":"Morphodynamic stability and characteristic length scales of bifurcations and confluences loops","translated_title":"","metadata":{"abstract":"\u0026amp;amp;lt;p\u0026amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and anastomosing rivers is fundamentally driven by the continuous concatenation of channel bifurcations and confluences, which govern the distribution of flow and sediment among the different branches that are reconnecting further downstream. Almost all studies performed to date consider the two processes separately, although they frequently appear as closely interconnected. In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. The identification of a characteristic length scale that produces a coupling between the confluences and bifurcations opens intriguing possibilities for interpreting the self-adjustment of the planform scale of natural multi-thread rivers.\u0026amp;amp;lt;/p\u0026amp;amp;gt;","publisher":"Copernicus GmbH","publication_date":{"day":null,"month":null,"year":2021,"errors":{}}},"translated_abstract":"\u0026amp;amp;lt;p\u0026amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and anastomosing rivers is fundamentally driven by the continuous concatenation of channel bifurcations and confluences, which govern the distribution of flow and sediment among the different branches that are reconnecting further downstream. Almost all studies performed to date consider the two processes separately, although they frequently appear as closely interconnected. In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. The identification of a characteristic length scale that produces a coupling between the confluences and bifurcations opens intriguing possibilities for interpreting the self-adjustment of the planform scale of natural multi-thread rivers.\u0026amp;amp;lt;/p\u0026amp;amp;gt;","internal_url":"https://www.academia.edu/84553990/Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops","translated_internal_url":"","created_at":"2022-08-12T08:02:32.221-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":32588560,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":32588560,"first_name":"Marco","middle_initials":null,"last_name":"Tubino","page_name":"MarcoTubino","domain_name":"independent","created_at":"2015-06-27T09:00:31.125-07:00","display_name":"Marco Tubino","url":"https://independent.academia.edu/MarcoTubino"},"attachments":[],"research_interests":[{"id":498,"name":"Physics","url":"https://www.academia.edu/Documents/in/Physics"},{"id":2500120,"name":"EGU","url":"https://www.academia.edu/Documents/in/EGU"}],"urls":[]}, dispatcherData: dispatcherData }); 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This finding is associated with the behaviour of meanders as nonlinear resonators in a neighbourhood of the resonance conditions discovered by Blondeaux \u0026 Seminara (1985). A weakly nonlinear approach valid for relatively small measures of channel curvature and within a neighbourhood of the resonant conditions displays all the typical features of nonlinear resonators, including non-uniqueness of the channel response. The nonlinear structure of forced bars close to resonance is also shown to be related to that of nonlinear free steady bars spatially developing in a straight channel from a non-uniform initial condition. Finally we show how to reconcile the intrinsic nonlinearity of the near-resonant channel response with traditional bend stability theories. Some comparison with a systematic set of experimental observations of Colombini, Tubino \u0026 Whiting (1990) provides qualitative support for the present theory but also suggests that strongly nonlinear effects may play a non-negligible role for fairly small values of channel curvature. The main implication of this work is the clear need to revisit the literature on the modelling of flow and bed topography in river meanders, which is mostly based on linear theories.","publication_date":{"day":null,"month":null,"year":1992,"errors":{}},"publication_name":"Journal of Fluid Mechanics","grobid_abstract_attachment_id":85964107},"translated_abstract":null,"internal_url":"https://www.academia.edu/79147071/Weakly_nonlinear_theory_of_regular_meanders","translated_internal_url":"","created_at":"2022-05-15T13:22:36.783-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":32588560,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":85964107,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/85964107/thumbnails/1.jpg","file_name":"S002211209200306920220515-1-18rvhz0.pdf","download_url":"https://www.academia.edu/attachments/85964107/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Weakly_nonlinear_theory_of_regular_meand.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/85964107/S002211209200306920220515-1-18rvhz0-libre.pdf?1652647424=\u0026response-content-disposition=attachment%3B+filename%3DWeakly_nonlinear_theory_of_regular_meand.pdf\u0026Expires=1733030375\u0026Signature=ZN6T64Q-Q5rKxaceCeETXl6qC145asYp4CRQJ0GttdKfrFsri1-OAkS901eM4iNe4h0ESKPGrFibh4H8wbgHQAVao59YurtKClEGK2uES6T~JYbvletDy1S5mcgCXc6OJG48PfZJKamp6k54PbOF35M2DmWcRyhhE-HGDmCsB5gF76x60SZ7c0lDG8Kxa-p8sNXH7EZB80PrwDZLcCcC0SWvExi15WfroA8JKesFSSduYuBKZYjaTPMAVw0cOERLobqzUL1fnGUqfX8Zn50xswr9o4399~wYcjQlAkcCxgXtXoDpwt~4CVBvzhvkOUVhOF~Zt~C~-UMxj3faTB-NxQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Weakly_nonlinear_theory_of_regular_meanders","translated_slug":"","page_count":32,"language":"en","content_type":"Work","owner":{"id":32588560,"first_name":"Marco","middle_initials":null,"last_name":"Tubino","page_name":"MarcoTubino","domain_name":"independent","created_at":"2015-06-27T09:00:31.125-07:00","display_name":"Marco Tubino","url":"https://independent.academia.edu/MarcoTubino"},"attachments":[{"id":85964107,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/85964107/thumbnails/1.jpg","file_name":"S002211209200306920220515-1-18rvhz0.pdf","download_url":"https://www.academia.edu/attachments/85964107/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Weakly_nonlinear_theory_of_regular_meand.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/85964107/S002211209200306920220515-1-18rvhz0-libre.pdf?1652647424=\u0026response-content-disposition=attachment%3B+filename%3DWeakly_nonlinear_theory_of_regular_meand.pdf\u0026Expires=1733030375\u0026Signature=ZN6T64Q-Q5rKxaceCeETXl6qC145asYp4CRQJ0GttdKfrFsri1-OAkS901eM4iNe4h0ESKPGrFibh4H8wbgHQAVao59YurtKClEGK2uES6T~JYbvletDy1S5mcgCXc6OJG48PfZJKamp6k54PbOF35M2DmWcRyhhE-HGDmCsB5gF76x60SZ7c0lDG8Kxa-p8sNXH7EZB80PrwDZLcCcC0SWvExi15WfroA8JKesFSSduYuBKZYjaTPMAVw0cOERLobqzUL1fnGUqfX8Zn50xswr9o4399~wYcjQlAkcCxgXtXoDpwt~4CVBvzhvkOUVhOF~Zt~C~-UMxj3faTB-NxQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering"},{"id":2435,"name":"Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Fluid_Mechanics"},{"id":80414,"name":"Mathematical Sciences","url":"https://www.academia.edu/Documents/in/Mathematical_Sciences"}],"urls":[]}, dispatcherData: dispatcherData }); 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Despite, these evident advantages, WtE plants still present some critical issues regarding the emissions of heavy metals into the atmosphere, which are regulated by the environmental legislations but, concerning the European Union, are regarded as groups of metals with no consideration of the different carcinogenic potential of each metal. In addition, there are uncertainties on the estimation of the balance of carbon dioxide, which depends on several factors like transportation, type of incoming waste, processes in use and secondary emissions. Despite great improvements in air pollution control from this sector, persistent organic pollutants are still emitted by WtE plants. Therefore, the implementation of adequate environmental monitoring (EM) plans is essential to monitor the impact of WtE plants in their surroundings, especially in the presence of the population, fields and pastures. In view of these considerations, this paper aims to provide guidance on basic and novel approaches that are necessary for a comprehensive monitoring of the impacts of a new WtE plant in terms of air quality and public health. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> </div><div class="profile--tab_content_container js-tab-pane tab-pane" data-section-id="3106748" id="papers"><div class="js-work-strip profile--work_container" data-work-id="117859146"><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/117859146/Looking_for_permafrost_signatures_in_Arctic_streams_the_case_of_meandering_rivers"><img alt="Research paper thumbnail of Looking for permafrost signatures in Arctic streams: the case of meandering rivers" 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/117859146/Looking_for_permafrost_signatures_in_Arctic_streams_the_case_of_meandering_rivers">Looking for permafrost signatures in Arctic streams: the case of meandering rivers</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Meandering is one of the most common morphological pattern through which rivers manifest themselv...</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">Meandering is one of the most common morphological pattern through which rivers manifest themselves. Here, the attention is devoted to meandering streams carving their path through permafrost floodplains, which typically characterize cold environments such as the Arctic. Despite meandering rivers have been widely studied in the last fifty years, little is known about the dynamics of streams where banks are composed of perennially frozen material. It is inquired whether there is a morphological signature in the planform of permafrost streams potentially deriving from specific thermo-mechanical processes occurring in Arctic landscapes, like the formation of thermo-erosional niches and sediment slumps caused by thaw-weakened soil. To this aim, a bend scale analysis of the planform geometry of several Arctic streams by means of Landsat satellite imagery is employed. Morphodynamic features such as lateral migration rates, channel curvatures, and width variations, are extracted from multi...</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="117859146"><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="117859146"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 117859146; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=117859146]").text(description); $(".js-view-count[data-work-id=117859146]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 117859146; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='117859146']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 117859146, 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" } } $('.js-work-strip[data-work-id=117859146]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":117859146,"title":"Looking for permafrost signatures in Arctic streams: the case of meandering rivers","translated_title":"","metadata":{"abstract":"Meandering is one of the most common morphological pattern through which rivers manifest themselves. 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It is well-established that migrating alternate bars arise from an autogenic instability mechanism occurring when the channel width-to-depth ratio is sufficiently large. While several empirical and theoretical relations are available for predicting how bar height and length depend on the key dimensionless parameters, there is a lack of direct, quantitative information about the dependence of bar properties on flow discharge. We performed a series of experiments in a long, mobilebed flume with fixed and straight banks at different discharges. The self-formed bed topography was surveyed, different metrics were analyzed to obtain quantitative information about bar height and shape, and results were interpreted in the light of existing theoretical models. The analysis reveals that the shape of alternate bars highly depends on their formative discharge, with remarkable variations in the harmonic composition and a strong decreasing trend of the skewness of the bed elevation. Similarly, the height of alternate bars clearly decreases with the water discharge, in quantitative agreement with theoretical predictions. However, the disappearance of bars when discharge exceeds a critical threshold is not as sharp as expected due to the formation of so-called \"diagonal bars\". This work provides basic information for modeling and interpreting short-term morphological variations during individual flood events and long-term trajectories due to alterations of the hydrological regime.","publication_date":{"day":null,"month":null,"year":2020,"errors":{}},"grobid_abstract_attachment_id":95942449},"translated_abstract":null,"internal_url":"https://www.academia.edu/93114564/Morphometric_properties_of_alternate_bars_and_water_discharge_a_laboratory_investigation","translated_internal_url":"","created_at":"2022-12-17T13:05:54.955-08:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":32588560,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":95942449,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/95942449/thumbnails/1.jpg","file_name":"esurf-8-789-2020.pdf","download_url":"https://www.academia.edu/attachments/95942449/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Morphometric_properties_of_alternate_bar.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/95942449/esurf-8-789-2020-libre.pdf?1671326742=\u0026response-content-disposition=attachment%3B+filename%3DMorphometric_properties_of_alternate_bar.pdf\u0026Expires=1733030375\u0026Signature=CrDPufu7p64DRNXYSp4-nH8e7N4ypY3ZWDmZSsgXdJs96lqLkfDJTycJWyEJpYiT6G0y2CdFqzeFi3kclt5ftQ5CeaRK~1TQGVBRZsxmMMUOUvc1h0G~kcBPXXSrd6vKCBASCVbQeqPPSSaPSRGzKjGFWmsYJ1YTga-PxtV5h~0NjUua8McV23U8qC37qyRGBSkYUiOecD3Jf2e3FYkSEKqyYDlX60YAHHQV36ZLRo7eSYRUKJA72ce1IKpKWMzwPWaVQewDLOUhORoetNplYEtK2piYAcD7lslQTk~U67sY-IEl8UDEXuWYaNgnudIk~reLRLhEo878ceFsK41smA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Morphometric_properties_of_alternate_bars_and_water_discharge_a_laboratory_investigation","translated_slug":"","page_count":20,"language":"en","content_type":"Work","owner":{"id":32588560,"first_name":"Marco","middle_initials":null,"last_name":"Tubino","page_name":"MarcoTubino","domain_name":"independent","created_at":"2015-06-27T09:00:31.125-07:00","display_name":"Marco Tubino","url":"https://independent.academia.edu/MarcoTubino"},"attachments":[{"id":95942449,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/95942449/thumbnails/1.jpg","file_name":"esurf-8-789-2020.pdf","download_url":"https://www.academia.edu/attachments/95942449/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Morphometric_properties_of_alternate_bar.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/95942449/esurf-8-789-2020-libre.pdf?1671326742=\u0026response-content-disposition=attachment%3B+filename%3DMorphometric_properties_of_alternate_bar.pdf\u0026Expires=1733030375\u0026Signature=CrDPufu7p64DRNXYSp4-nH8e7N4ypY3ZWDmZSsgXdJs96lqLkfDJTycJWyEJpYiT6G0y2CdFqzeFi3kclt5ftQ5CeaRK~1TQGVBRZsxmMMUOUvc1h0G~kcBPXXSrd6vKCBASCVbQeqPPSSaPSRGzKjGFWmsYJ1YTga-PxtV5h~0NjUua8McV23U8qC37qyRGBSkYUiOecD3Jf2e3FYkSEKqyYDlX60YAHHQV36ZLRo7eSYRUKJA72ce1IKpKWMzwPWaVQewDLOUhORoetNplYEtK2piYAcD7lslQTk~U67sY-IEl8UDEXuWYaNgnudIk~reLRLhEo878ceFsK41smA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":406,"name":"Geology","url":"https://www.academia.edu/Documents/in/Geology"},{"id":512,"name":"Mechanics","url":"https://www.academia.edu/Documents/in/Mechanics"},{"id":140518,"name":"Beach Morphodynamics","url":"https://www.academia.edu/Documents/in/Beach_Morphodynamics"},{"id":1926666,"name":"Flume","url":"https://www.academia.edu/Documents/in/Flume"}],"urls":[]}, dispatcherData: dispatcherData }); 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This may result from a variety of factors, like migration of bars, channel curvature, backwater effects, which promote an uneven partition of flow and sediment fluxes in the downstream branches, which we call \"forcings\". Bifurcations also display an intrinsic instability mechanism that leads to unbalanced configurations, as it occurs in the idealized case of a geometrically symmetric bifurcation, which we call \"free\", provided the width-to-depth ratio of the incoming flow is large enough. Most frequently, these free and forced mechanisms coexist, however their controlling roles on bifurcation dynamics has not been investigated so far. In this paper we address such question by proposing a unified free-forced modelling framework for bifurcation morphodynamics. Upstream channel curvature and different slopes of downstream branches (slope advantage) are specifically investigated as forcing effects typically occurring in bifurcations of alluvial channels. The modelling strategy is based on the widely used two-cell model of Bolla Pittaluga et al. (2003) here extended to account for the spatially non-uniform fluxes entering the bifurcation node. Results reveal that the relative role of free and forced mechanisms depends on the width to depth ratio falling above or below the resonant threshold that controls the stability of free bifurcations: when the main channel is relatively wide and shallow (super-resonant regime) the bifurcation invariably evolves towards unbalanced configurations, whatever the combination of curvature and slope advantage values, which instead control the bifurcation response under sub-resonant conditions. Detection of the resonant aspect ratio as a key threshold also releases the modelling approach from the need of parameter calibration that characterized previous approaches, and allows for interpreting under a unified framework the opposite behaviours shown by gravel bed and sand bed bifurcations for increasing Shields parameter values.","publication_date":{"day":null,"month":null,"year":2018,"errors":{}},"publication_name":"Earth Surface Processes and Landforms","grobid_abstract_attachment_id":90851581},"translated_abstract":null,"internal_url":"https://www.academia.edu/86386269/Free_and_forced_morphodynamics_of_river_bifurcations","translated_internal_url":"","created_at":"2022-09-09T22:48:24.594-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":32588560,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":90851581,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/90851581/thumbnails/1.jpg","file_name":"esp.456120220910-1-1jt5iwx.pdf","download_url":"https://www.academia.edu/attachments/90851581/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Free_and_forced_morphodynamics_of_river.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/90851581/esp.456120220910-1-1jt5iwx-libre.pdf?1662791773=\u0026response-content-disposition=attachment%3B+filename%3DFree_and_forced_morphodynamics_of_river.pdf\u0026Expires=1733030375\u0026Signature=f2YrWNKqHN8Bg1Fe-x8aGrNLSGodF1EP1kSgo40nTrOiUeJwOV9iIJDj6DlMf6U2J0jsV5KC805aL3luyMWKsFj23Q59tFWULYRQ6s4oL2O4Vd2fdPrng3749zV8cEbGijDw0RXWVnb15oHFb7qAjU4BbOZrl5-mUR3pduOHGxfpiiJlpF9txg98kw7LPrrNiz-eAM0NBK8OdnOmnLYX6XfBzbH~-WEIXKs3zQJ5IURxiCk9bNcnWZFq9o3A9GFlzpddU3w35zsMv5~D0U7c7TSs1QwHDNKFqiFeRXjdfiK7V3oyjfgha-QhulA-CyAYwx0uQ47FgEn1nA1kEtyUJA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Free_and_forced_morphodynamics_of_river_bifurcations","translated_slug":"","page_count":29,"language":"en","content_type":"Work","owner":{"id":32588560,"first_name":"Marco","middle_initials":null,"last_name":"Tubino","page_name":"MarcoTubino","domain_name":"independent","created_at":"2015-06-27T09:00:31.125-07:00","display_name":"Marco Tubino","url":"https://independent.academia.edu/MarcoTubino"},"attachments":[{"id":90851581,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/90851581/thumbnails/1.jpg","file_name":"esp.456120220910-1-1jt5iwx.pdf","download_url":"https://www.academia.edu/attachments/90851581/download_file?st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&st=MTczMzAyNjc3NSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Free_and_forced_morphodynamics_of_river.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/90851581/esp.456120220910-1-1jt5iwx-libre.pdf?1662791773=\u0026response-content-disposition=attachment%3B+filename%3DFree_and_forced_morphodynamics_of_river.pdf\u0026Expires=1733030375\u0026Signature=f2YrWNKqHN8Bg1Fe-x8aGrNLSGodF1EP1kSgo40nTrOiUeJwOV9iIJDj6DlMf6U2J0jsV5KC805aL3luyMWKsFj23Q59tFWULYRQ6s4oL2O4Vd2fdPrng3749zV8cEbGijDw0RXWVnb15oHFb7qAjU4BbOZrl5-mUR3pduOHGxfpiiJlpF9txg98kw7LPrrNiz-eAM0NBK8OdnOmnLYX6XfBzbH~-WEIXKs3zQJ5IURxiCk9bNcnWZFq9o3A9GFlzpddU3w35zsMv5~D0U7c7TSs1QwHDNKFqiFeRXjdfiK7V3oyjfgha-QhulA-CyAYwx0uQ47FgEn1nA1kEtyUJA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":406,"name":"Geology","url":"https://www.academia.edu/Documents/in/Geology"},{"id":140518,"name":"Beach Morphodynamics","url":"https://www.academia.edu/Documents/in/Beach_Morphodynamics"}],"urls":[{"id":23722925,"url":"https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fesp.4561"}]}, dispatcherData: dispatcherData }); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="84553990"><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/84553990/Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops"><img alt="Research paper thumbnail of Morphodynamic stability and characteristic length scales of bifurcations and confluences loops" 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/84553990/Morphodynamic_stability_and_characteristic_length_scales_of_bifurcations_and_confluences_loops">Morphodynamic stability and characteristic length scales of bifurcations and confluences loops</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">&amp;amp;lt;p&amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and...</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">&amp;amp;lt;p&amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and anastomosing rivers is fundamentally driven by the continuous concatenation of channel bifurcations and confluences, which govern the distribution of flow and sediment among the different branches that are reconnecting further downstream. Almost all studies performed to date consider the two processes separately, although they frequently appear as closely interconnected. In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. The identification of a characteristic length scale that produces a coupling between the confluences and bifurcations opens intriguing possibilities for interpreting the self-adjustment of the planform scale of natural multi-thread rivers.&amp;amp;lt;/p&amp;amp;gt;</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="84553990"><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="84553990"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 84553990; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=84553990]").text(description); $(".js-view-count[data-work-id=84553990]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 84553990; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='84553990']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 84553990, 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" } } $('.js-work-strip[data-work-id=84553990]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":84553990,"title":"Morphodynamic stability and characteristic length scales of bifurcations and confluences loops","translated_title":"","metadata":{"abstract":"\u0026amp;amp;lt;p\u0026amp;amp;gt;The morphodynamics of multi-thread fluvial environments like braided and anastomosing rivers is fundamentally driven by the continuous concatenation of channel bifurcations and confluences, which govern the distribution of flow and sediment among the different branches that are reconnecting further downstream. Almost all studies performed to date consider the two processes separately, although they frequently appear as closely interconnected. In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. 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In this work, we tackle the problem of analyzing the coupled morphodynamics of such bifurcation-confluence systems by studying the equilibrium and stability conditions of a channel loop, where flow splits into two secondary anabranches that rejoin after a prescribed distance. Through the formulation of a novel theoretical model for erodible bed confluences based on the momentum balance on two distinct control volumes, we show that the dominating anabranch (i.e. that carrying more water and sediment) is subject to an increase of the water surface elevation that is proportional to the square of the Froude number. This increase in water surface elevation tends to reduce the slope of the dominating branch, which produces a negative feedback that tends to stabilize the bifurcation-confluence system. A linear analysis of the coupled model reveals that the stabilizing effect of the confluence depends on the ratio between the length of the connecting channels and the average water depth, independently of the channel slope and Froude number. Furthermore, the effect of the confluence is potentially able to stabilize the channel loop in conditions where the classic stabilizing mechanism at the bifurcation (i.e. the topographical effect related to the gravitational pull on the sediment transport) is very weak, as expected when most of the sediment is transported in suspension. 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Despite, these evident advantages, WtE plants still present some critical issues regarding the emissions of heavy metals into the atmosphere, which are regulated by the environmental legislations but, concerning the European Union, are regarded as groups of metals with no consideration of the different carcinogenic potential of each metal. In addition, there are uncertainties on the estimation of the balance of carbon dioxide, which depends on several factors like transportation, type of incoming waste, processes in use and secondary emissions. Despite great improvements in air pollution control from this sector, persistent organic pollutants are still emitted by WtE plants. Therefore, the implementation of adequate environmental monitoring (EM) plans is essential to monitor the impact of WtE plants in their surroundings, especially in the presence of the population, fields and pastures. 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