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Giovanni Seminara | University of Genova - Academia.edu

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class="js-react-on-rails-component" style="display:none" data-component-name="ProfileCheckPaperUpdate" data-props="{}" data-trace="false" data-dom-id="ProfileCheckPaperUpdate-react-component-0c129724-f205-4d8d-8f5f-5b3a62d2d293"></div> <div id="ProfileCheckPaperUpdate-react-component-0c129724-f205-4d8d-8f5f-5b3a62d2d293"></div> <div class="DesignSystem"><div class="onsite-ping" id="onsite-ping"></div></div><div class="profile-user-info DesignSystem"><div class="social-profile-container"><div class="left-panel-container"><div class="user-info-component-wrapper"><div class="user-summary-cta-container"><div class="user-summary-container"><div class="social-profile-avatar-container"><img class="profile-avatar u-positionAbsolute" border="0" alt="" src="//a.academia-assets.com/images/s200_no_pic.png" /></div><div class="title-container"><h1 class="ds2-5-heading-sans-serif-sm">Giovanni Seminara</h1><div class="affiliations-container fake-truncate js-profile-affiliations"><div><a class="u-tcGrayDarker" href="https://unige-it.academia.edu/">University of Genova</a>, <a class="u-tcGrayDarker" href="https://unige-it.academia.edu/Departments/DICCA/Documents">DICCA</a>, <span class="u-tcGrayDarker">Retired full professor - Contract teacher</span></div></div></div></div><div class="sidebar-cta-container"><button class="ds2-5-button hidden profile-cta-button grow js-profile-follow-button" data-broccoli-component="user-info.follow-button" data-click-track="profile-user-info-follow-button" data-follow-user-fname="Giovanni" data-follow-user-id="39631691" data-follow-user-source="profile_button" data-has-google="false"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">add</span>Follow</button><button class="ds2-5-button hidden profile-cta-button grow js-profile-unfollow-button" data-broccoli-component="user-info.unfollow-button" data-click-track="profile-user-info-unfollow-button" data-unfollow-user-id="39631691"><span 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class="js-profile-view-count"></span></p></div></span></div><div class="user-bio-container"><div class="profile-bio fake-truncate js-profile-about" style="margin: 0px;"><b>Address:&nbsp;</b>Genoa, Liguria, Italy<br /><div class="js-profile-less-about u-linkUnstyled u-tcGrayDarker u-textDecorationUnderline u-displayNone">less</div></div></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="39631691" href="https://www.academia.edu/Documents/in/Early_Medieval_Archaeology"><div id="js-react-on-rails-context" style="display:none" 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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/103520691/Comment_on_Long_waves_in_erodible_channels_and_morphodynamic_influence_by_Stefano_Lanzoni_et_al">Comment on “Long waves in erodible channels and morphodynamic influence” by Stefano Lanzoni et al</a></div><div class="wp-workCard_item"><span>Water Resources Research</span><span>, 2008</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">[1] Enhanced understanding of information propagation by waves in rivers is essential in the cont...</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">[1] Enhanced understanding of information propagation by waves in rivers is essential in the context of fluvial hydraulics and morphodynamics. Lanzoni et al. [2006] are complimented for their interesting contribution, which would help to understand the long waves in fluvial flows with sediment transport and morphological evolution. The investigation is formulated on the basis of a set of hyperbolic equations under the framework of shallow water hydrodynamics. However, the continuity equation of the fluid phase features a formal flaw. This comment presents the correct continuity equations, identifies the flaw, and briefly addresses its potential impact on the analysis of fluvial processes.</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="103520691"><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="103520691"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 103520691; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=103520691]").text(description); $(".js-view-count[data-work-id=103520691]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 103520691; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='103520691']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 103520691, 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" } } $('.js-work-strip[data-work-id=103520691]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":103520691,"title":"Comment on “Long waves in erodible channels and morphodynamic influence” by Stefano Lanzoni et al","translated_title":"","metadata":{"abstract":"[1] Enhanced understanding of information propagation by waves in rivers is essential in the context of fluvial hydraulics and morphodynamics. Lanzoni et al. [2006] are complimented for their interesting contribution, which would help to understand the long waves in fluvial flows with sediment transport and morphological evolution. The investigation is formulated on the basis of a set of hyperbolic equations under the framework of shallow water hydrodynamics. However, the continuity equation of the fluid phase features a formal flaw. This comment presents the correct continuity equations, identifies the flaw, and briefly addresses its potential impact on the analysis of fluvial processes.","publisher":"American Geophysical Union (AGU)","publication_date":{"day":null,"month":null,"year":2008,"errors":{}},"publication_name":"Water Resources Research"},"translated_abstract":"[1] Enhanced understanding of information propagation by waves in rivers is essential in the context of fluvial hydraulics and morphodynamics. Lanzoni et al. [2006] are complimented for their interesting contribution, which would help to understand the long waves in fluvial flows with sediment transport and morphological evolution. The investigation is formulated on the basis of a set of hyperbolic equations under the framework of shallow water hydrodynamics. However, the continuity equation of the fluid phase features a formal flaw. This comment presents the correct continuity equations, identifies the flaw, and briefly addresses its potential impact on the analysis of fluvial processes.","internal_url":"https://www.academia.edu/103520691/Comment_on_Long_waves_in_erodible_channels_and_morphodynamic_influence_by_Stefano_Lanzoni_et_al","translated_internal_url":"","created_at":"2023-06-18T10:10:52.525-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Comment_on_Long_waves_in_erodible_channels_and_morphodynamic_influence_by_Stefano_Lanzoni_et_al","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[{"id":55,"name":"Environmental Engineering","url":"https://www.academia.edu/Documents/in/Environmental_Engineering"},{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":406,"name":"Geology","url":"https://www.academia.edu/Documents/in/Geology"},{"id":2550,"name":"Hydraulics","url":"https://www.academia.edu/Documents/in/Hydraulics"},{"id":3717,"name":"Geotechnical Engineering","url":"https://www.academia.edu/Documents/in/Geotechnical_Engineering"},{"id":4526,"name":"Water resources","url":"https://www.academia.edu/Documents/in/Water_resources"},{"id":27659,"name":"Applied Economics","url":"https://www.academia.edu/Documents/in/Applied_Economics"},{"id":113501,"name":"Sediment transport","url":"https://www.academia.edu/Documents/in/Sediment_transport"},{"id":140518,"name":"Beach Morphodynamics","url":"https://www.academia.edu/Documents/in/Beach_Morphodynamics"},{"id":156067,"name":"Dam break","url":"https://www.academia.edu/Documents/in/Dam_break"},{"id":260010,"name":"Wave propagation","url":"https://www.academia.edu/Documents/in/Wave_propagation"},{"id":387211,"name":"Fluvial","url":"https://www.academia.edu/Documents/in/Fluvial"},{"id":620328,"name":"Sediment Transport","url":"https://www.academia.edu/Documents/in/Sediment_Transport-5"},{"id":1713105,"name":"Surface Wave","url":"https://www.academia.edu/Documents/in/Surface_Wave"},{"id":2896375,"name":"Hydrodynamic Model","url":"https://www.academia.edu/Documents/in/Hydrodynamic_Model"}],"urls":[{"id":32350383,"url":"http://onlinelibrary.wiley.com/wol1/doi/10.1029/2006WR005829/fullpdf"}]}, dispatcherData: dispatcherData }); 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Here, we study the basic mechanism that governs the evolution of topographic expansions and explore the instability of the bottom topography under conditions of steady but spatially expanding flow. We model the expanding flow via a configuration where water and sediments are supplied from a central hole and flow on a cone shaped surface confined by lateral walls. The governing equations are the shallow-water equations coupled with the Exner equation, written in cylindrical coordinates. We initially approach the problem analytically by considering the conditions required for the basic state, consisting of a pure radial flow and bottom profile, to lose stability to small amplitude perturbations. This analysis suggests that more than one mode may be unstable, encouraging us to extend the analysis to the nonlinear regime. We do this through numerical modeling of the full governing equations, which allows us to predict the establishment of a bar pattern whose features are similar to those experimentally observed. Two prominent features of the finiteamplitude bar pattern are (1) bar apices are distributed at a radial distance from the inflow consistent with work of Shaw et al. (2018); and (2) that the flow aspect ratio of the interbar areas remain high without provoking further * Use footnote for providing further information about author (webpage, alternative address). 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In this final Report, ITSC concludes that Florence remains at risk to significant flooding and this risk grows each day. It is not a question of whether a flood of the magnitude of 1966 or greater will occur, but when. In fact, the level of protection that exists in Florence now is not on a level appropriate to the citizens and treasures that rest within the city. If, under current conditions, a 1966-like flood occurred, the consequences to human lives, treasures, properties and community infrastructure could be much more catastrophic than they were in 1966.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="7074436874974c5a87cc776a481b67e3" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:92569053,&quot;asset_id&quot;:88632569,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/92569053/download_file?st=MTczMjc5MzI0MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="88632569"><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="88632569"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 88632569; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=88632569]").text(description); $(".js-view-count[data-work-id=88632569]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 88632569; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='88632569']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 88632569, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "7074436874974c5a87cc776a481b67e3" } } $('.js-work-strip[data-work-id=88632569]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":88632569,"title":"Saving a World Treasure: Protecting Florence from Flooding","translated_title":"","metadata":{"abstract":"The Committee Firenze 2016, on the occasion of the 50th anniversary of the tragic 1966 flood, invited six engineers and scientists to form an International Technical Scientific Committee (ITSC) to assess the current status of flood protection for the city of Florence and identify steps to reduce the risk of flooding facing the city. In this final Report, ITSC concludes that Florence remains at risk to significant flooding and this risk grows each day. It is not a question of whether a flood of the magnitude of 1966 or greater will occur, but when. In fact, the level of protection that exists in Florence now is not on a level appropriate to the citizens and treasures that rest within the city. 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Scienze Fisiche e Naturali</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views h...</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">We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views have traditionally been confronted. According to the former, on the geological time scale, coastal lagoons would be ‘ephemeral’ features. The latter view maintains that marshes would keep pace with relative sea level rise as, increasing the rate of the latter, the sedimentation rate would also increase. In any case, the timescale of morphodynamic evolution is of the order of centuries, which makes it not easily perceived. For example, in Venice, the diversion of the rivers debouching into the lagoon undertaken in the Renaissance has taken centuries to display its consequences (shift from depositional to erosional environment). This process accelerated in the last two centuries due to effects of the industrial revolution and of an enhanced sea level rise. Recent research has employed powerful computational techniques and advanced models of marsh vegetation. Zero-order modeling suggests tha...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="c703e2a4cc6fda04c121dd0f2f5b32ea" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243165,&quot;asset_id&quot;:81071846,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243165/download_file?st=MTczMjc5MzI0MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071846"><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="81071846"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071846; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071846]").text(description); $(".js-view-count[data-work-id=81071846]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071846; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071846']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071846, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "c703e2a4cc6fda04c121dd0f2f5b32ea" } } $('.js-work-strip[data-work-id=81071846]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071846,"title":"Eco-morphodynamics of coastal wetlands","translated_title":"","metadata":{"abstract":"We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views have traditionally been confronted. According to the former, on the geological time scale, coastal lagoons would be ‘ephemeral’ features. The latter view maintains that marshes would keep pace with relative sea level rise as, increasing the rate of the latter, the sedimentation rate would also increase. In any case, the timescale of morphodynamic evolution is of the order of centuries, which makes it not easily perceived. For example, in Venice, the diversion of the rivers debouching into the lagoon undertaken in the Renaissance has taken centuries to display its consequences (shift from depositional to erosional environment). This process accelerated in the last two centuries due to effects of the industrial revolution and of an enhanced sea level rise. Recent research has employed powerful computational techniques and advanced models of marsh vegetation. Zero-order modeling suggests tha...","publisher":"Springer Science and Business Media LLC","publication_name":"Rendiconti Lincei. Scienze Fisiche e Naturali"},"translated_abstract":"We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views have traditionally been confronted. According to the former, on the geological time scale, coastal lagoons would be ‘ephemeral’ features. The latter view maintains that marshes would keep pace with relative sea level rise as, increasing the rate of the latter, the sedimentation rate would also increase. In any case, the timescale of morphodynamic evolution is of the order of centuries, which makes it not easily perceived. For example, in Venice, the diversion of the rivers debouching into the lagoon undertaken in the Renaissance has taken centuries to display its consequences (shift from depositional to erosional environment). This process accelerated in the last two centuries due to effects of the industrial revolution and of an enhanced sea level rise. Recent research has employed powerful computational techniques and advanced models of marsh vegetation. 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Scienze Fisiche e Naturali</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ab7ae1da1aee96a66ac2e4c2cfe77121" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243164,&quot;asset_id&quot;:81071845,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243164/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071845"><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="81071845"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071845; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071845]").text(description); $(".js-view-count[data-work-id=81071845]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071845; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071845']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071845, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "ab7ae1da1aee96a66ac2e4c2cfe77121" } } $('.js-work-strip[data-work-id=81071845]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071845,"title":"The intrusion of ecology into hydrology and morphodynamics","translated_title":"","metadata":{"publisher":"Springer Science and Business Media LLC","publication_name":"Rendiconti Lincei. 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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="81071843"><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/81071843/Morphodynamic_equilibrium_of_tidal_channels"><img alt="Research paper thumbnail of Morphodynamic equilibrium of tidal channels" 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/81071843/Morphodynamic_equilibrium_of_tidal_channels">Morphodynamic equilibrium of tidal channels</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward 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 We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. These channels are typically landward converging, meandering and bounded by tidal flats periodically flooded by the tidal wave. We then attempt to provide an answer to the following questions. How is equilibrium defined for tidal channels? Do tidal channels have an equilibrium length with a predictable bed profile? Why are channels typically converging? What fundamental differences exist between lagoon channels and estuaries? We identify three distinct cases. The first (coastal) case concerns the &amp;amp;amp;#39;short&amp;amp;amp;#39; tidal channels observed in coastal wetlands and lagoons: their dis-tinct feature is the absence of a fluvial supply of fresh water and sediments. This case has been fully explored. In particular, Seminara et al. (2010) showed that rigorous conditions of static equilibrium exist and require that the sediment flux must vanish at each instant throughout the tidal cycle. The equilibrium length is proportional to the inlet depth and decreases as convergence, roughness or tidal amplitude increase. These channels satisfy the so called O&amp;amp;amp;#39;Brien law. Results have been substantiated by detailed laboratory measurements of Tambroni et al. (2005a). The second (fluvial) case concerns the transition of a river into a tidal channel characterized by fairly &amp;amp;amp;#39;small&amp;amp;amp;#39; tidal oscillations. We derive a perturbation solution for flow and bed topog-raphy showing that equilibrium arises from a balance between the aggrading effect of channel divergence and the opposite effect of the residual sediment flux driven by tide propagation. The third (estuarine) case concerns the transition of a river into a tidal channel characterized by fairly &amp;amp;amp;#39;large&amp;amp;amp;#39; tidal oscillations. We derive a numeri-cal solution for flow and bed topography able to describe conditions intermediate between the two limit cases discussed previously. Results show that the model is able to describe a wide class of settings: ranging from fluvial dominated estuaries to tidally dominated estuaries, where the equilibrium profile tends to the &amp;amp;amp;#39;coastal&amp;amp;amp;#39; profile, with some correction needed in order for the hydrodynamics to accommodate the fluvial transport.</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="81071843"><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="81071843"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071843; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071843]").text(description); $(".js-view-count[data-work-id=81071843]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071843; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071843']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071843, 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" } } $('.js-work-strip[data-work-id=81071843]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071843,"title":"Morphodynamic equilibrium of tidal channels","translated_title":"","metadata":{"abstract":"ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. These channels are typically landward converging, meandering and bounded by tidal flats periodically flooded by the tidal wave. We then attempt to provide an answer to the following questions. How is equilibrium defined for tidal channels? Do tidal channels have an equilibrium length with a predictable bed profile? Why are channels typically converging? What fundamental differences exist between lagoon channels and estuaries? We identify three distinct cases. The first (coastal) case concerns the \u0026amp;amp;#39;short\u0026amp;amp;#39; tidal channels observed in coastal wetlands and lagoons: their dis-tinct feature is the absence of a fluvial supply of fresh water and sediments. This case has been fully explored. In particular, Seminara et al. (2010) showed that rigorous conditions of static equilibrium exist and require that the sediment flux must vanish at each instant throughout the tidal cycle. The equilibrium length is proportional to the inlet depth and decreases as convergence, roughness or tidal amplitude increase. These channels satisfy the so called O\u0026amp;amp;#39;Brien law. Results have been substantiated by detailed laboratory measurements of Tambroni et al. (2005a). The second (fluvial) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;small\u0026amp;amp;#39; tidal oscillations. We derive a perturbation solution for flow and bed topog-raphy showing that equilibrium arises from a balance between the aggrading effect of channel divergence and the opposite effect of the residual sediment flux driven by tide propagation. The third (estuarine) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;large\u0026amp;amp;#39; tidal oscillations. We derive a numeri-cal solution for flow and bed topography able to describe conditions intermediate between the two limit cases discussed previously. Results show that the model is able to describe a wide class of settings: ranging from fluvial dominated estuaries to tidally dominated estuaries, where the equilibrium profile tends to the \u0026amp;amp;#39;coastal\u0026amp;amp;#39; profile, with some correction needed in order for the hydrodynamics to accommodate the fluvial transport.","publisher":"CRC Press","publication_date":{"day":28,"month":5,"year":2012,"errors":{}}},"translated_abstract":"ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. These channels are typically landward converging, meandering and bounded by tidal flats periodically flooded by the tidal wave. We then attempt to provide an answer to the following questions. How is equilibrium defined for tidal channels? Do tidal channels have an equilibrium length with a predictable bed profile? Why are channels typically converging? What fundamental differences exist between lagoon channels and estuaries? We identify three distinct cases. The first (coastal) case concerns the \u0026amp;amp;#39;short\u0026amp;amp;#39; tidal channels observed in coastal wetlands and lagoons: their dis-tinct feature is the absence of a fluvial supply of fresh water and sediments. This case has been fully explored. In particular, Seminara et al. (2010) showed that rigorous conditions of static equilibrium exist and require that the sediment flux must vanish at each instant throughout the tidal cycle. The equilibrium length is proportional to the inlet depth and decreases as convergence, roughness or tidal amplitude increase. These channels satisfy the so called O\u0026amp;amp;#39;Brien law. Results have been substantiated by detailed laboratory measurements of Tambroni et al. (2005a). The second (fluvial) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;small\u0026amp;amp;#39; tidal oscillations. We derive a perturbation solution for flow and bed topog-raphy showing that equilibrium arises from a balance between the aggrading effect of channel divergence and the opposite effect of the residual sediment flux driven by tide propagation. The third (estuarine) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;large\u0026amp;amp;#39; tidal oscillations. We derive a numeri-cal solution for flow and bed topography able to describe conditions intermediate between the two limit cases discussed previously. Results show that the model is able to describe a wide class of settings: ranging from fluvial dominated estuaries to tidally dominated estuaries, where the equilibrium profile tends to the \u0026amp;amp;#39;coastal\u0026amp;amp;#39; profile, with some correction needed in order for the hydrodynamics to accommodate the fluvial transport.","internal_url":"https://www.academia.edu/81071843/Morphodynamic_equilibrium_of_tidal_channels","translated_internal_url":"","created_at":"2022-06-09T01:56:23.248-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Morphodynamic_equilibrium_of_tidal_channels","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="81071842"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/81071842/XXIX_Convegno_di_Idraulica_e_Costruzioni_Idrauliche_Trento_7_10_settembre_2004"><img alt="Research paper thumbnail of XXIX Convegno di Idraulica e Costruzioni Idrauliche, Trento, 7-10 settembre 2004" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/81071842/XXIX_Convegno_di_Idraulica_e_Costruzioni_Idrauliche_Trento_7_10_settembre_2004">XXIX Convegno di Idraulica e Costruzioni Idrauliche, Trento, 7-10 settembre 2004</a></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="81071842"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="81071842"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071842; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071842]").text(description); $(".js-view-count[data-work-id=81071842]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071842; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071842']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071842, 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" } } $('.js-work-strip[data-work-id=81071842]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071842,"title":"XXIX Convegno di Idraulica e Costruzioni Idrauliche, Trento, 7-10 settembre 2004","translated_title":"","metadata":{"publication_date":{"day":null,"month":null,"year":2004,"errors":{}}},"translated_abstract":null,"internal_url":"https://www.academia.edu/81071842/XXIX_Convegno_di_Idraulica_e_Costruzioni_Idrauliche_Trento_7_10_settembre_2004","translated_internal_url":"","created_at":"2022-06-09T01:56:23.128-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"XXIX_Convegno_di_Idraulica_e_Costruzioni_Idrauliche_Trento_7_10_settembre_2004","translated_slug":"","page_count":null,"language":"it","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[{"id":498,"name":"Physics","url":"https://www.academia.edu/Documents/in/Physics"}],"urls":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="81071841"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/81071841/On_the_migration_of_tidal_bars"><img alt="Research paper thumbnail of On the migration of tidal bars" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/81071841/On_the_migration_of_tidal_bars">On the migration of tidal bars</a></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="81071841"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="81071841"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071841; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071841]").text(description); $(".js-view-count[data-work-id=81071841]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071841; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071841']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071841, 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); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="81071840"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/81071840/The_effect_of_migrating_bedforms_on_local_scour_around_bridge_piers"><img alt="Research paper thumbnail of The effect of migrating bedforms on local scour around bridge piers" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/81071840/The_effect_of_migrating_bedforms_on_local_scour_around_bridge_piers">The effect of migrating bedforms on local scour around bridge piers</a></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="81071840"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="81071840"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071840; 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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="81071839"><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/81071839/Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers"><img alt="Research paper thumbnail of Progress in the morphodynamics of bedrock-alluvial rivers" class="work-thumbnail" src="https://attachments.academia-assets.com/87243161/thumbnails/1.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/81071839/Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers">Progress in the morphodynamics of bedrock-alluvial rivers</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment i...</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">Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel&amp;#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. I will present a theoretical framework for the morphodynamics of bedrock-alluvial channels that overcomes the restrictive assumption of sufficient sediment supply by reformulating the sediment continuity equation to account for temporal changes in the areal concent...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="6cbb8335af5fb326b297a63d7eaab275" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243161,&quot;asset_id&quot;:81071839,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243161/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071839"><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="81071839"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071839; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071839]").text(description); $(".js-view-count[data-work-id=81071839]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071839; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071839']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071839, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "6cbb8335af5fb326b297a63d7eaab275" } } $('.js-work-strip[data-work-id=81071839]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071839,"title":"Progress in the morphodynamics of bedrock-alluvial rivers","translated_title":"","metadata":{"abstract":"Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel\u0026#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. I will present a theoretical framework for the morphodynamics of bedrock-alluvial channels that overcomes the restrictive assumption of sufficient sediment supply by reformulating the sediment continuity equation to account for temporal changes in the areal concent...","publication_date":{"day":null,"month":null,"year":2013,"errors":{}}},"translated_abstract":"Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel\u0026#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=81071838]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071838,"title":"Open problems in modeling the long term morphodynamic evolution of Venice Lagoon","translated_title":"","metadata":{"publication_date":{"day":null,"month":null,"year":2003,"errors":{}}},"translated_abstract":null,"internal_url":"https://www.academia.edu/81071838/Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon","translated_internal_url":"","created_at":"2022-06-09T01:56:22.537-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); $(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="81071837"><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/81071837/Martian_meanders"><img alt="Research paper thumbnail of Martian meanders" 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/81071837/Martian_meanders">Martian meanders</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Evaluating the implications of common features that we observe in meandering landforms on Mars an...</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">Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients.</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="81071837"><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="81071837"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071837; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071837]").text(description); $(".js-view-count[data-work-id=81071837]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071837; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071837']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071837, 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" } } $('.js-work-strip[data-work-id=81071837]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071837,"title":"Martian meanders","translated_title":"","metadata":{"abstract":"Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients."},"translated_abstract":"Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients.","internal_url":"https://www.academia.edu/81071837/Martian_meanders","translated_internal_url":"","created_at":"2022-06-09T01:56:22.428-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Martian_meanders","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[{"id":286419,"name":"Density gradient","url":"https://www.academia.edu/Documents/in/Density_gradient"},{"id":412636,"name":"Theoretical Framework","url":"https://www.academia.edu/Documents/in/Theoretical_Framework"}],"urls":[]}, dispatcherData: dispatcherData }); $(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="81071836"><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/81071836/Can_salt_marshes_survive_sea_level_rise_"><img alt="Research paper thumbnail of Can salt marshes survive sea level rise ?" 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/81071836/Can_salt_marshes_survive_sea_level_rise_">Can salt marshes survive sea level rise ?</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrod...</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">Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrodynamics, morphodynamics and ecology. In fact, the elevation of the marsh platform depends essentially on three effects: i) the production of soil associated with sediments resuspended by tidal currents and wind waves in the adjacent tidal flats, advected to the marsh and settling therein; ii) production of organic sediments by the salt marsh vegetation; iii) soil &amp;#39;loss&amp;#39; driven by sea level rise and subsidence. In order to gain insight into the mechanics of the process, we consider a schematic configuration consisting of a salt marsh located at the landward end of a tidal channel connected at the upstream end with a tidal sea, under different scenarios of sea level rise. We extend the simple 1D model for the morphodynamic evolution of a tidal channel formulated by Lanzoni and Seminara (2002, Journal of Geophysical Research-Oceans, 107, C1) allowing for sediment resuspension in the...</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="81071836"><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="81071836"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071836; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071836]").text(description); $(".js-view-count[data-work-id=81071836]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071836; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071836']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071836, 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" } } $('.js-work-strip[data-work-id=81071836]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071836,"title":"Can salt marshes survive sea level rise ?","translated_title":"","metadata":{"abstract":"Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrodynamics, morphodynamics and ecology. In fact, the elevation of the marsh platform depends essentially on three effects: i) the production of soil associated with sediments resuspended by tidal currents and wind waves in the adjacent tidal flats, advected to the marsh and settling therein; ii) production of organic sediments by the salt marsh vegetation; iii) soil \u0026#39;loss\u0026#39; driven by sea level rise and subsidence. In order to gain insight into the mechanics of the process, we consider a schematic configuration consisting of a salt marsh located at the landward end of a tidal channel connected at the upstream end with a tidal sea, under different scenarios of sea level rise. 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Lanzoni et al. [2006] are complimented for their interesting contribution, which would help to understand the long waves in fluvial flows with sediment transport and morphological evolution. The investigation is formulated on the basis of a set of hyperbolic equations under the framework of shallow water hydrodynamics. However, the continuity equation of the fluid phase features a formal flaw. 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In this final Report, ITSC concludes that Florence remains at risk to significant flooding and this risk grows each day. It is not a question of whether a flood of the magnitude of 1966 or greater will occur, but when. In fact, the level of protection that exists in Florence now is not on a level appropriate to the citizens and treasures that rest within the city. If, under current conditions, a 1966-like flood occurred, the consequences to human lives, treasures, properties and community infrastructure could be much more catastrophic than they were in 1966.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="7074436874974c5a87cc776a481b67e3" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:92569053,&quot;asset_id&quot;:88632569,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/92569053/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="88632569"><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="88632569"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 88632569; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=88632569]").text(description); $(".js-view-count[data-work-id=88632569]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 88632569; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='88632569']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 88632569, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "7074436874974c5a87cc776a481b67e3" } } $('.js-work-strip[data-work-id=88632569]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":88632569,"title":"Saving a World Treasure: Protecting Florence from Flooding","translated_title":"","metadata":{"abstract":"The Committee Firenze 2016, on the occasion of the 50th anniversary of the tragic 1966 flood, invited six engineers and scientists to form an International Technical Scientific Committee (ITSC) to assess the current status of flood protection for the city of Florence and identify steps to reduce the risk of flooding facing the city. 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Scienze Fisiche e Naturali</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views h...</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">We survey the problem of the response of coastal wetlands to sea level rise. Two opposite views have traditionally been confronted. According to the former, on the geological time scale, coastal lagoons would be ‘ephemeral’ features. The latter view maintains that marshes would keep pace with relative sea level rise as, increasing the rate of the latter, the sedimentation rate would also increase. In any case, the timescale of morphodynamic evolution is of the order of centuries, which makes it not easily perceived. For example, in Venice, the diversion of the rivers debouching into the lagoon undertaken in the Renaissance has taken centuries to display its consequences (shift from depositional to erosional environment). This process accelerated in the last two centuries due to effects of the industrial revolution and of an enhanced sea level rise. Recent research has employed powerful computational techniques and advanced models of marsh vegetation. Zero-order modeling suggests tha...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="c703e2a4cc6fda04c121dd0f2f5b32ea" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243165,&quot;asset_id&quot;:81071846,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243165/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071846"><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="81071846"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071846; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071846]").text(description); $(".js-view-count[data-work-id=81071846]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071846; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071846']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071846, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "c703e2a4cc6fda04c121dd0f2f5b32ea" } } $('.js-work-strip[data-work-id=81071846]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071846,"title":"Eco-morphodynamics of coastal wetlands","translated_title":"","metadata":{"abstract":"We survey the problem of the response of coastal wetlands to sea level rise. 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Scienze Fisiche e Naturali</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ab7ae1da1aee96a66ac2e4c2cfe77121" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243164,&quot;asset_id&quot;:81071845,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243164/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071845"><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="81071845"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071845; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071845]").text(description); $(".js-view-count[data-work-id=81071845]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071845; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071845']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071845, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "ab7ae1da1aee96a66ac2e4c2cfe77121" } } $('.js-work-strip[data-work-id=81071845]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071845,"title":"The intrusion of ecology into hydrology and morphodynamics","translated_title":"","metadata":{"publisher":"Springer Science and Business Media LLC","publication_name":"Rendiconti Lincei. 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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="81071843"><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/81071843/Morphodynamic_equilibrium_of_tidal_channels"><img alt="Research paper thumbnail of Morphodynamic equilibrium of tidal channels" 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/81071843/Morphodynamic_equilibrium_of_tidal_channels">Morphodynamic equilibrium of tidal channels</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward 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 We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. These channels are typically landward converging, meandering and bounded by tidal flats periodically flooded by the tidal wave. We then attempt to provide an answer to the following questions. How is equilibrium defined for tidal channels? Do tidal channels have an equilibrium length with a predictable bed profile? Why are channels typically converging? What fundamental differences exist between lagoon channels and estuaries? We identify three distinct cases. The first (coastal) case concerns the &amp;amp;amp;#39;short&amp;amp;amp;#39; tidal channels observed in coastal wetlands and lagoons: their dis-tinct feature is the absence of a fluvial supply of fresh water and sediments. This case has been fully explored. In particular, Seminara et al. (2010) showed that rigorous conditions of static equilibrium exist and require that the sediment flux must vanish at each instant throughout the tidal cycle. The equilibrium length is proportional to the inlet depth and decreases as convergence, roughness or tidal amplitude increase. These channels satisfy the so called O&amp;amp;amp;#39;Brien law. Results have been substantiated by detailed laboratory measurements of Tambroni et al. (2005a). The second (fluvial) case concerns the transition of a river into a tidal channel characterized by fairly &amp;amp;amp;#39;small&amp;amp;amp;#39; tidal oscillations. We derive a perturbation solution for flow and bed topog-raphy showing that equilibrium arises from a balance between the aggrading effect of channel divergence and the opposite effect of the residual sediment flux driven by tide propagation. The third (estuarine) case concerns the transition of a river into a tidal channel characterized by fairly &amp;amp;amp;#39;large&amp;amp;amp;#39; tidal oscillations. We derive a numeri-cal solution for flow and bed topography able to describe conditions intermediate between the two limit cases discussed previously. Results show that the model is able to describe a wide class of settings: ranging from fluvial dominated estuaries to tidally dominated estuaries, where the equilibrium profile tends to the &amp;amp;amp;#39;coastal&amp;amp;amp;#39; profile, with some correction needed in order for the hydrodynamics to accommodate the fluvial transport.</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="81071843"><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="81071843"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071843; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071843]").text(description); $(".js-view-count[data-work-id=81071843]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071843; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071843']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071843, 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" } } $('.js-work-strip[data-work-id=81071843]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071843,"title":"Morphodynamic equilibrium of tidal channels","translated_title":"","metadata":{"abstract":"ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. 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The equilibrium length is proportional to the inlet depth and decreases as convergence, roughness or tidal amplitude increase. These channels satisfy the so called O\u0026amp;amp;#39;Brien law. Results have been substantiated by detailed laboratory measurements of Tambroni et al. (2005a). The second (fluvial) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;small\u0026amp;amp;#39; tidal oscillations. We derive a perturbation solution for flow and bed topog-raphy showing that equilibrium arises from a balance between the aggrading effect of channel divergence and the opposite effect of the residual sediment flux driven by tide propagation. The third (estuarine) case concerns the transition of a river into a tidal channel characterized by fairly \u0026amp;amp;#39;large\u0026amp;amp;#39; tidal oscillations. We derive a numeri-cal solution for flow and bed topography able to describe conditions intermediate between the two limit cases discussed previously. Results show that the model is able to describe a wide class of settings: ranging from fluvial dominated estuaries to tidally dominated estuaries, where the equilibrium profile tends to the \u0026amp;amp;#39;coastal\u0026amp;amp;#39; profile, with some correction needed in order for the hydrodynamics to accommodate the fluvial transport.","publisher":"CRC Press","publication_date":{"day":28,"month":5,"year":2012,"errors":{}}},"translated_abstract":"ABSTRACT We explore the problem of morphodynamic equilibrium of tidal channels, bounded seaward by a tidal sea and shoaling landward as observed in coastal lagoons and estuaries. These channels are typically landward converging, meandering and bounded by tidal flats periodically flooded by the tidal wave. We then attempt to provide an answer to the following questions. 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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="81071839"><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/81071839/Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers"><img alt="Research paper thumbnail of Progress in the morphodynamics of bedrock-alluvial rivers" class="work-thumbnail" src="https://attachments.academia-assets.com/87243161/thumbnails/1.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/81071839/Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers">Progress in the morphodynamics of bedrock-alluvial rivers</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment i...</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">Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel&amp;#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. I will present a theoretical framework for the morphodynamics of bedrock-alluvial channels that overcomes the restrictive assumption of sufficient sediment supply by reformulating the sediment continuity equation to account for temporal changes in the areal concent...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="6cbb8335af5fb326b297a63d7eaab275" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:87243161,&quot;asset_id&quot;:81071839,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/87243161/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><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="81071839"><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="81071839"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071839; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071839]").text(description); $(".js-view-count[data-work-id=81071839]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071839; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071839']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071839, 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 (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "6cbb8335af5fb326b297a63d7eaab275" } } $('.js-work-strip[data-work-id=81071839]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071839,"title":"Progress in the morphodynamics of bedrock-alluvial rivers","translated_title":"","metadata":{"abstract":"Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel\u0026#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. I will present a theoretical framework for the morphodynamics of bedrock-alluvial channels that overcomes the restrictive assumption of sufficient sediment supply by reformulating the sediment continuity equation to account for temporal changes in the areal concent...","publication_date":{"day":null,"month":null,"year":2013,"errors":{}}},"translated_abstract":"Bedrock rivers link climate, tectonics, and topography, and drive landscape evolution. Sediment in bedrock channels plays a major role in their dynamics, because bedrock abrasion due to impacts from saltating bedload particles is an important, and sometimes dominant, erosive mechanism. However, because bedrock channels are characterized by conditions where sediment supply is less than the channel\u0026#39;s transport capacity, morphodynamic theory that has provided valuable insights on alluvial rivers cannot readily be applied to bedrock systems. Here I present some recent work aimed at improving our ability to model and understand the morphodynamics of bedrock rivers, particularly the effects of sediment on channel evolution. I will present a theoretical framework for the morphodynamics of bedrock-alluvial channels that overcomes the restrictive assumption of sufficient sediment supply by reformulating the sediment continuity equation to account for temporal changes in the areal concent...","internal_url":"https://www.academia.edu/81071839/Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers","translated_internal_url":"","created_at":"2022-06-09T01:56:22.649-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":87243161,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/87243161/thumbnails/1.jpg","file_name":"Nelson_abs.pdf","download_url":"https://www.academia.edu/attachments/87243161/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Progress_in_the_morphodynamics_of_bedroc.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/87243161/Nelson_abs-libre.pdf?1654765221=\u0026response-content-disposition=attachment%3B+filename%3DProgress_in_the_morphodynamics_of_bedroc.pdf\u0026Expires=1732796841\u0026Signature=GU0ce1rlND29Bn3teXA-7NOgi5xEBJ~VXcvykNpL7CrYtgx0F7byE1htDvEqyKlLTk~Z0fVsfrd6cRywICa~s5DTyjRrXaAINaIWq2DxdGq5Xa3kXse73h0r0OivwAV684DZB-4cWcodWHgEWtj1Jk~nsuBhLlD7G-8pqHBFZ3fF8kBAbPi7-DRXq9PZg3UaXtzU0F83B-DCQOms98sg-4UCOXUphI6GaPAAR4nf5yZADtmnuyzxy46jhSGosYmb36glWF9Fs4N9swtHLqR08zWwY0iGsyHqoA-tJAtLmklmLZLZXiOiNbmg7GWBJ6VSRQ4kgszI6BMv18rFaUUNxg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Progress_in_the_morphodynamics_of_bedrock_alluvial_rivers","translated_slug":"","page_count":1,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[{"id":87243161,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/87243161/thumbnails/1.jpg","file_name":"Nelson_abs.pdf","download_url":"https://www.academia.edu/attachments/87243161/download_file?st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&st=MTczMjc5MzI0MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Progress_in_the_morphodynamics_of_bedroc.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/87243161/Nelson_abs-libre.pdf?1654765221=\u0026response-content-disposition=attachment%3B+filename%3DProgress_in_the_morphodynamics_of_bedroc.pdf\u0026Expires=1732796841\u0026Signature=GU0ce1rlND29Bn3teXA-7NOgi5xEBJ~VXcvykNpL7CrYtgx0F7byE1htDvEqyKlLTk~Z0fVsfrd6cRywICa~s5DTyjRrXaAINaIWq2DxdGq5Xa3kXse73h0r0OivwAV684DZB-4cWcodWHgEWtj1Jk~nsuBhLlD7G-8pqHBFZ3fF8kBAbPi7-DRXq9PZg3UaXtzU0F83B-DCQOms98sg-4UCOXUphI6GaPAAR4nf5yZADtmnuyzxy46jhSGosYmb36glWF9Fs4N9swtHLqR08zWwY0iGsyHqoA-tJAtLmklmLZLZXiOiNbmg7GWBJ6VSRQ4kgszI6BMv18rFaUUNxg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":87243162,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/87243162/thumbnails/1.jpg","file_name":"Nelson_abs.pdf","download_url":"https://www.academia.edu/attachments/87243162/download_file","bulk_download_file_name":"Progress_in_the_morphodynamics_of_bedroc.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/87243162/Nelson_abs-libre.pdf?1654765221=\u0026response-content-disposition=attachment%3B+filename%3DProgress_in_the_morphodynamics_of_bedroc.pdf\u0026Expires=1732796841\u0026Signature=ZRNGCd0RQoxhptli6LedErQ7vPxaG6kKYUfGijkzeIK2Yk0GuT2ubZBkrRWFmveFAqiAkB3wp6bUrz25eiJZEZda9L0bLxN2Dt-H8Y2bCLvIayEe801QNYE6YLA3M8~eFcBUZlg2w66py-MDe9202zVLa94~amCPX8avQdElHiNIpvPqKbH9eWuxr2ma-xGCyyD5Bk3p3vHfeQzplzip3vCs-cQTAi9lfaTjuR~g~~IAHKHsnm4GQvMSKZqn24ksE2p-OSspGaZAPQl8Np5RlCUL3zS2OQ5P7uzLyb0eLQNgO1w8QlIx415LMxkMmDcJpTEvfomrTIUvCaJ97H8eng__\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":21253097,"url":"http://hydrologydays.colostate.edu/Abstracts_13/Nelson_abs.pdf"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="81071838"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/81071838/Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon"><img alt="Research paper thumbnail of Open problems in modeling the long term morphodynamic evolution of Venice Lagoon" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/81071838/Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon">Open problems in modeling the long term morphodynamic evolution of Venice Lagoon</a></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="81071838"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="81071838"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071838; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071838]").text(description); $(".js-view-count[data-work-id=81071838]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071838; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071838']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071838, 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" } } $('.js-work-strip[data-work-id=81071838]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071838,"title":"Open problems in modeling the long term morphodynamic evolution of Venice Lagoon","translated_title":"","metadata":{"publication_date":{"day":null,"month":null,"year":2003,"errors":{}}},"translated_abstract":null,"internal_url":"https://www.academia.edu/81071838/Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon","translated_internal_url":"","created_at":"2022-06-09T01:56:22.537-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Open_problems_in_modeling_the_long_term_morphodynamic_evolution_of_Venice_Lagoon","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); $(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="81071837"><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/81071837/Martian_meanders"><img alt="Research paper thumbnail of Martian meanders" 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/81071837/Martian_meanders">Martian meanders</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Evaluating the implications of common features that we observe in meandering landforms on Mars an...</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">Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients.</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="81071837"><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="81071837"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071837; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071837]").text(description); $(".js-view-count[data-work-id=81071837]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071837; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071837']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071837, 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" } } $('.js-work-strip[data-work-id=81071837]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071837,"title":"Martian meanders","translated_title":"","metadata":{"abstract":"Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients."},"translated_abstract":"Evaluating the implications of common features that we observe in meandering landforms on Mars and on the Earth in a variety of hydrodynamic and geomorphic environments is crucial for our understanding of the relevant dynamic and morphologic processes, and possibly relevant to the ongoing debate over martian waters. A theoretical framework and martian data from accurate geomorphic analyses, jointly with the results of a famous dataset on earth meandering forms, provide striking evidence for common structures of meanders regardless of gravity, basic erosional properties, relevant dynamics and fluid properties. Evidence for a link between the martian and earth landforms, and for the immaturity of martian meanders, appears to suggest the past existence on Mars of massive and ephemeral outbursts of fluid (not necessarily water) driven by gravity or density gradients.","internal_url":"https://www.academia.edu/81071837/Martian_meanders","translated_internal_url":"","created_at":"2022-06-09T01:56:22.428-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Martian_meanders","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[{"id":286419,"name":"Density gradient","url":"https://www.academia.edu/Documents/in/Density_gradient"},{"id":412636,"name":"Theoretical Framework","url":"https://www.academia.edu/Documents/in/Theoretical_Framework"}],"urls":[]}, dispatcherData: dispatcherData }); $(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="81071836"><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/81071836/Can_salt_marshes_survive_sea_level_rise_"><img alt="Research paper thumbnail of Can salt marshes survive sea level rise ?" 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/81071836/Can_salt_marshes_survive_sea_level_rise_">Can salt marshes survive sea level rise ?</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrod...</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">Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrodynamics, morphodynamics and ecology. In fact, the elevation of the marsh platform depends essentially on three effects: i) the production of soil associated with sediments resuspended by tidal currents and wind waves in the adjacent tidal flats, advected to the marsh and settling therein; ii) production of organic sediments by the salt marsh vegetation; iii) soil &amp;#39;loss&amp;#39; driven by sea level rise and subsidence. In order to gain insight into the mechanics of the process, we consider a schematic configuration consisting of a salt marsh located at the landward end of a tidal channel connected at the upstream end with a tidal sea, under different scenarios of sea level rise. We extend the simple 1D model for the morphodynamic evolution of a tidal channel formulated by Lanzoni and Seminara (2002, Journal of Geophysical Research-Oceans, 107, C1) allowing for sediment resuspension in the...</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="81071836"><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="81071836"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 81071836; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=81071836]").text(description); $(".js-view-count[data-work-id=81071836]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 81071836; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='81071836']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 81071836, 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" } } $('.js-work-strip[data-work-id=81071836]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":81071836,"title":"Can salt marshes survive sea level rise ?","translated_title":"","metadata":{"abstract":"Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrodynamics, morphodynamics and ecology. In fact, the elevation of the marsh platform depends essentially on three effects: i) the production of soil associated with sediments resuspended by tidal currents and wind waves in the adjacent tidal flats, advected to the marsh and settling therein; ii) production of organic sediments by the salt marsh vegetation; iii) soil \u0026#39;loss\u0026#39; driven by sea level rise and subsidence. In order to gain insight into the mechanics of the process, we consider a schematic configuration consisting of a salt marsh located at the landward end of a tidal channel connected at the upstream end with a tidal sea, under different scenarios of sea level rise. We extend the simple 1D model for the morphodynamic evolution of a tidal channel formulated by Lanzoni and Seminara (2002, Journal of Geophysical Research-Oceans, 107, C1) allowing for sediment resuspension in the..."},"translated_abstract":"Stability of salt marshes is a very delicate issue depending on the subtle interplay among hydrodynamics, morphodynamics and ecology. In fact, the elevation of the marsh platform depends essentially on three effects: i) the production of soil associated with sediments resuspended by tidal currents and wind waves in the adjacent tidal flats, advected to the marsh and settling therein; ii) production of organic sediments by the salt marsh vegetation; iii) soil \u0026#39;loss\u0026#39; driven by sea level rise and subsidence. In order to gain insight into the mechanics of the process, we consider a schematic configuration consisting of a salt marsh located at the landward end of a tidal channel connected at the upstream end with a tidal sea, under different scenarios of sea level rise. We extend the simple 1D model for the morphodynamic evolution of a tidal channel formulated by Lanzoni and Seminara (2002, Journal of Geophysical Research-Oceans, 107, C1) allowing for sediment resuspension in the...","internal_url":"https://www.academia.edu/81071836/Can_salt_marshes_survive_sea_level_rise_","translated_internal_url":"","created_at":"2022-06-09T01:56:22.312-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":39631691,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"Can_salt_marshes_survive_sea_level_rise_","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":39631691,"first_name":"Giovanni","middle_initials":null,"last_name":"Seminara","page_name":"GSeminara","domain_name":"unige-it","created_at":"2015-12-02T09:53:32.403-08:00","display_name":"Giovanni Seminara","url":"https://unige-it.academia.edu/GSeminara"},"attachments":[],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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