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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-82997223-d90f-4372-8d9b-989fc1d94d04"></div> <div id="ProfileCheckPaperUpdate-react-component-82997223-d90f-4372-8d9b-989fc1d94d04"></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">Ulrich Zanke</h1><div class="affiliations-container fake-truncate js-profile-affiliations"></div></div></div><div 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data-broccoli-component="user-info.followees-count" data-click-track="profile-expand-user-info-following"><p class="label">Following</p><p class="data">1</p></div></a><span><div class="stat-container"><p class="label"><span class="js-profile-total-view-text">Public Views</span></p><p class="data"><span class="js-profile-view-count"></span></p></div></span></div><div class="ri-section"><div class="ri-section-header"><span>Interests</span></div><div class="ri-tags-container"><a data-click-track="profile-user-info-expand-research-interests" data-has-card-for-ri-list="66990281" href="https://www.academia.edu/Documents/in/Iridescence"><div id="js-react-on-rails-context" style="display:none" data-rails-context="{"inMailer":false,"i18nLocale":"en","i18nDefaultLocale":"en","href":"https://independent.academia.edu/UZanke","location":"/UZanke","scheme":"https","host":"independent.academia.edu","port":null,"pathname":"/UZanke","search":null,"httpAcceptLanguage":null,"serverSide":false}"></div> <div class="js-react-on-rails-component" style="display:none" data-component-name="Pill" data-props="{"color":"gray","children":["Iridescence"]}" data-trace="false" data-dom-id="Pill-react-component-422a24f6-9868-4424-80ba-2116bfe1f34e"></div> <div id="Pill-react-component-422a24f6-9868-4424-80ba-2116bfe1f34e"></div> </a></div></div></div></div><div class="right-panel-container"><div class="user-content-wrapper"><div class="uploads-container" id="social-redesign-work-container"><div class="upload-header"><h2 class="ds2-5-heading-sans-serif-xs">Uploads</h2></div><div class="documents-container backbone-social-profile-documents" style="width: 100%;"><div class="u-taCenter"></div><div class="profile--tab_content_container js-tab-pane tab-pane active" id="all"><div class="profile--tab_heading_container js-section-heading" data-section="Papers" id="Papers"><h3 class="profile--tab_heading_container">Papers by Ulrich Zanke</h3></div><div class="js-work-strip profile--work_container" data-work-id="123277451"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/123277451/Hydrostatik"><img alt="Research paper thumbnail of Hydrostatik" 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" rel="nofollow" href="https://www.academia.edu/123277451/Hydrostatik">Hydrostatik</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="123277451"><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="123277451"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277451; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277451]").text(description); $(".js-view-count[data-work-id=123277451]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277451; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = 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data-click-track="profile-work-strip-title" href="https://www.academia.edu/123277450/Turbulence_and_suspension_related_to_different_bed_roughness">Turbulence and suspension related to different bed roughness</a></div><div class="wp-workCard_item"><span>Routledge eBooks</span><span>, Mar 29, 2022</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="123277450"><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="123277450"><i class="fa fa-spinner 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"profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277449"><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/123277449/Aspekte_der_Morphyodynamischen_Modellierung"><img alt="Research paper thumbnail of Aspekte der Morphyodynamischen Modellierung" class="work-thumbnail" src="https://attachments.academia-assets.com/117746948/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/123277449/Aspekte_der_Morphyodynamischen_Modellierung">Aspekte der Morphyodynamischen Modellierung</a></div><div class="wp-workCard_item"><span>100 Jahre Hubert-Engels-Laboratorium - Hydraulische und numerische Modelle im Wasserbau, 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Bewegungsbeginn</a></div><div class="wp-workCard_item"><span>Boden- und Sohl-Stabilität - Betrachtungen an der Schnittstelle zwischen Geotechnik und Wasserbau#N#Soil and Bed Stability - Interaction Effects between Geotechnics and Hydraulic Engineering</span><span>, 2004</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="70f6ed5a69ea9e8c0e64e63cd74b7eb2" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":117746947,"asset_id":123277448,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/117746947/download_file?st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&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 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The limit between rest and movement can be given as critical flow velocity, critical shear velocity, critical shear stress, critical dimensionless shear stress. Each of these values, describing the critical conditions, can be calculated from the other values. The aim of this work is to find a better solution for the critical conditions and for transport at low rates of shear-stress.</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="123277444"><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="123277444"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277444; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277444]").text(description); $(".js-view-count[data-work-id=123277444]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277444; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277444']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277444, 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" } } $('.js-work-strip[data-work-id=123277444]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277444,"title":"The Beginning of Sediment Transport as a Probability-Problem","translated_title":"","metadata":{"abstract":"Sediment transport only takes place when the action of flow (shear stress, velocity) exceeds a critical value. 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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="123277441"><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/123277441/Simulation_von_Str%C3%B6mungen"><img alt="Research paper thumbnail of Simulation von Strömungen" 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/123277441/Simulation_von_Str%C3%B6mungen">Simulation von Strömungen</a></div><div class="wp-workCard_item"><span>Hydromechanik der Gerinne und Küstengewässer</span><span>, 2002</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Fur verschiedene wasserbauliche Probleme mit komplizierten Stromungsverhaltnissen sind Berechnung...</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">Fur verschiedene wasserbauliche Probleme mit komplizierten Stromungsverhaltnissen sind Berechnungen nicht oder nicht mit ausreichender Aussagescharfe moglich, wenngleich sich heute bereits viele Fragen mit hydrodynamisch-numerischen Modellen losen lassen. Von der Standardform abweichende Tosbecken, die Nahfeldstromungen an komplizierten Bauwerken und deren hydraulische Optimierung z.B. sind derzeit noch besser mit hydraulischen Modellen zuganglich. Bedingung fur die Nutzbarkeit von Modellen ist deren Naturahnlichkeit. Naturahnlich sind hydraulische Modelle dann, wenn die Vorgange im Modell denen der Grosausfuhrung geometrisch und dynamisch ahnlich sind. 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Anstelle des Begriffs der „Gezeiten“ wird vielfaltig auch der Begriff „Tiden“ benutzt. 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} }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277437"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/123277437/Hydrodynamik"><img alt="Research paper thumbnail of Hydrodynamik" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/123277437/Hydrodynamik">Hydrodynamik</a></div><div class="wp-workCard_item"><span>Hydromechanik der Gerinne und Küstengewässer</span><span>, 2002</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="123277437"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="123277437"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277437; 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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="123277436"><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/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion"><img alt="Research paper thumbnail of On the influence of turbulence on the initiation of sediment motion" 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/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion">On the influence of turbulence on the initiation of sediment motion</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">For the initiation of sediment motion a theory is developed, which presupposes that the critical ...</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">For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ&#39; of single grains. In turbulent flow, fluctuations τ&#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ&#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters.</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="123277436"><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="123277436"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277436; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277436]").text(description); $(".js-view-count[data-work-id=123277436]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277436; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277436']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277436, 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" } } $('.js-work-strip[data-work-id=123277436]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277436,"title":"On the influence of turbulence on the initiation of sediment motion","translated_title":"","metadata":{"abstract":"For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ\u0026#39; of single grains. In turbulent flow, fluctuations τ\u0026#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ\u0026#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters."},"translated_abstract":"For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ\u0026#39; of single grains. In turbulent flow, fluctuations τ\u0026#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ\u0026#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters.","internal_url":"https://www.academia.edu/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion","translated_internal_url":"","created_at":"2024-08-27T01:17:11.504-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":66990281,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":66990281,"first_name":"Ulrich","middle_initials":null,"last_name":"Zanke","page_name":"UZanke","domain_name":"independent","created_at":"2017-08-04T10:39:50.082-07:00","display_name":"Ulrich Zanke","url":"https://independent.academia.edu/UZanke"},"attachments":[],"research_interests":[{"id":498,"name":"Physics","url":"https://www.academia.edu/Documents/in/Physics"},{"id":512,"name":"Mechanics","url":"https://www.academia.edu/Documents/in/Mechanics"},{"id":2802,"name":"Turbulence","url":"https://www.academia.edu/Documents/in/Turbulence"},{"id":175859,"name":"Shear Stress","url":"https://www.academia.edu/Documents/in/Shear_Stress"},{"id":1121350,"name":"Angle of Repose","url":"https://www.academia.edu/Documents/in/Angle_of_Repose"},{"id":1561504,"name":"Critical Resolved Shear Stress","url":"https://www.academia.edu/Documents/in/Critical_Resolved_Shear_Stress"}],"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="123277435"><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/123277435/Fl%C3%BCssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Fl%C3%BCssigschlick_im_Bereich_der_deutschen_Nordseek%C3%BCste_und_der_angrenzenden_%C3%84stuare_und_Tidefl%C3%BCsse"><img alt="Research paper thumbnail of Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse" class="work-thumbnail" src="https://attachments.academia-assets.com/117746921/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/123277435/Fl%C3%BCssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Fl%C3%BCssigschlick_im_Bereich_der_deutschen_Nordseek%C3%BCste_und_der_angrenzenden_%C3%84stuare_und_Tidefl%C3%BCsse">Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der st...</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">Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der ständig steigenden Tiefgänge in den letzten Jahrzehnten sind die ausreichenden Wassertiefen im Anfahrtsweg der Seehäfen an der deutschen Nordseeküste ein wesentlicher Standortfaktor geworden, der nur durch fortwährende Vertiefungen und nachfolgende Unterhaltung der Zufahrtswege dauerhaft erhalten werden kann. So fallen von den etwa 45 Mio. m³ Baggergut, die in Deutschland in den letzten Jahren jährlich ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="2c3c3ccd66eaeef4396807e8f66398f8" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":117746921,"asset_id":123277435,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/117746921/download_file?st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&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="123277435"><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="123277435"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277435; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277435]").text(description); $(".js-view-count[data-work-id=123277435]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277435; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277435']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277435, 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: "2c3c3ccd66eaeef4396807e8f66398f8" } } $('.js-work-strip[data-work-id=123277435]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277435,"title":"Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse","translated_title":"","metadata":{"abstract":"Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der ständig steigenden Tiefgänge in den letzten Jahrzehnten sind die ausreichenden Wassertiefen im Anfahrtsweg der Seehäfen an der deutschen Nordseeküste ein wesentlicher Standortfaktor geworden, der nur durch fortwährende Vertiefungen und nachfolgende Unterhaltung der Zufahrtswege dauerhaft erhalten werden kann. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277444"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/123277444/The_Beginning_of_Sediment_Transport_as_a_Probability_Problem"><img alt="Research paper thumbnail of The Beginning of Sediment Transport as a Probability-Problem" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/123277444/The_Beginning_of_Sediment_Transport_as_a_Probability_Problem">The Beginning of Sediment Transport as a Probability-Problem</a></div><div class="wp-workCard_item"><span>Sediment transport modeling</span><span>, 1989</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Sediment transport only takes place when the action of flow (shear stress, velocity) exceeds a cr...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Sediment transport only takes place when the action of flow (shear stress, velocity) exceeds a critical value. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277442"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/123277442/Hydraulik"><img alt="Research paper thumbnail of Hydraulik" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/123277442/Hydraulik">Hydraulik</a></div><div class="wp-workCard_item"><span>Taschenbuch der Wasserwirtschaft</span><span>, 2015</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="123277442"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="123277442"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277442; 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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="123277441"><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/123277441/Simulation_von_Str%C3%B6mungen"><img alt="Research paper thumbnail of Simulation von Strömungen" 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/123277441/Simulation_von_Str%C3%B6mungen">Simulation von Strömungen</a></div><div class="wp-workCard_item"><span>Hydromechanik der Gerinne und Küstengewässer</span><span>, 2002</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Fur verschiedene wasserbauliche Probleme mit komplizierten Stromungsverhaltnissen sind Berechnung...</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">Fur verschiedene wasserbauliche Probleme mit komplizierten Stromungsverhaltnissen sind Berechnungen nicht oder nicht mit ausreichender Aussagescharfe moglich, wenngleich sich heute bereits viele Fragen mit hydrodynamisch-numerischen Modellen losen lassen. Von der Standardform abweichende Tosbecken, die Nahfeldstromungen an komplizierten Bauwerken und deren hydraulische Optimierung z.B. sind derzeit noch besser mit hydraulischen Modellen zuganglich. Bedingung fur die Nutzbarkeit von Modellen ist deren Naturahnlichkeit. Naturahnlich sind hydraulische Modelle dann, wenn die Vorgange im Modell denen der Grosausfuhrung geometrisch und dynamisch ahnlich sind. Dynamische Ahnlichkeit besteht, wenn im zeitlich veranderlichen Vorgang zu vergleichbaren Zeiten an den gleichen Positionen gleiche Relationen der vorherrschenden Krafte in Natur und Modell bestehen.</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="123277441"><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="123277441"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277441; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277441]").text(description); $(".js-view-count[data-work-id=123277441]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277441; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277441']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277441, 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" } } $('.js-work-strip[data-work-id=123277441]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277441,"title":"Simulation von Strömungen","translated_title":"","metadata":{"abstract":"Fur verschiedene wasserbauliche Probleme mit komplizierten Stromungsverhaltnissen sind Berechnungen nicht oder nicht mit ausreichender Aussagescharfe moglich, wenngleich sich heute bereits viele Fragen mit hydrodynamisch-numerischen Modellen losen lassen. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277440"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/123277440/Historische_Entwicklung"><img alt="Research paper thumbnail of Historische Entwicklung" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/123277440/Historische_Entwicklung">Historische Entwicklung</a></div><div class="wp-workCard_item"><span>Hydromechanik der Gerinne und Küstengewässer</span><span>, 2002</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="123277440"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="123277440"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277440; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="123277438"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/123277438/Hydromechanik_des_K%C3%BCstenbereichs_1"><img alt="Research paper thumbnail of Hydromechanik des Küstenbereichs 1" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/123277438/Hydromechanik_des_K%C3%BCstenbereichs_1">Hydromechanik des Küstenbereichs 1</a></div><div class="wp-workCard_item"><span>Hydromechanik der Gerinne und Küstengewässer</span><span>, 2002</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In den Ozeanen und an den Randnieeren, die ausreichend grose Verbindung zu den Ozeanen besitzen, ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In den Ozeanen und an den Randnieeren, die ausreichend grose Verbindung zu den Ozeanen besitzen, treten regelmasige Wasserstandsunterschiede auf: die Gezeiten. Anstelle des Begriffs der „Gezeiten“ wird vielfaltig auch der Begriff „Tiden“ benutzt. 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$(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="123277436"><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/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion"><img alt="Research paper thumbnail of On the influence of turbulence on the initiation of sediment motion" 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/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion">On the influence of turbulence on the initiation of sediment motion</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">For the initiation of sediment motion a theory is developed, which presupposes that the critical ...</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">For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ&#39; of single grains. In turbulent flow, fluctuations τ&#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ&#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters.</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="123277436"><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="123277436"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277436; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277436]").text(description); $(".js-view-count[data-work-id=123277436]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277436; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277436']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277436, 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" } } $('.js-work-strip[data-work-id=123277436]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277436,"title":"On the influence of turbulence on the initiation of sediment motion","translated_title":"","metadata":{"abstract":"For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ\u0026#39; of single grains. In turbulent flow, fluctuations τ\u0026#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ\u0026#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters."},"translated_abstract":"For the initiation of sediment motion a theory is developed, which presupposes that the critical shear stress τ c responsible for inducing motion in non-turbulent flow is solely defined by the angle of internal friction φ or the angle of repose φ\u0026#39; of single grains. In turbulent flow, fluctuations τ\u0026#39; in the shear stress as well as lift forces produced by these fluctuations also occur. Owing to this, the actual (effective) critical shear stress τ + τ\u0026#39; acting on a grain is larger than the average stress τ on the one hand, and on the other hand, the effective weight of the grains is reduced: they become effectively lighter. On the basis of the presented analytical formulation the initiation of sediment motion may be described solely by the angle of repose of the grains and turbulence parameters.","internal_url":"https://www.academia.edu/123277436/On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion","translated_internal_url":"","created_at":"2024-08-27T01:17:11.504-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":66990281,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"On_the_influence_of_turbulence_on_the_initiation_of_sediment_motion","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":66990281,"first_name":"Ulrich","middle_initials":null,"last_name":"Zanke","page_name":"UZanke","domain_name":"independent","created_at":"2017-08-04T10:39:50.082-07:00","display_name":"Ulrich Zanke","url":"https://independent.academia.edu/UZanke"},"attachments":[],"research_interests":[{"id":498,"name":"Physics","url":"https://www.academia.edu/Documents/in/Physics"},{"id":512,"name":"Mechanics","url":"https://www.academia.edu/Documents/in/Mechanics"},{"id":2802,"name":"Turbulence","url":"https://www.academia.edu/Documents/in/Turbulence"},{"id":175859,"name":"Shear Stress","url":"https://www.academia.edu/Documents/in/Shear_Stress"},{"id":1121350,"name":"Angle of Repose","url":"https://www.academia.edu/Documents/in/Angle_of_Repose"},{"id":1561504,"name":"Critical Resolved Shear Stress","url":"https://www.academia.edu/Documents/in/Critical_Resolved_Shear_Stress"}],"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="123277435"><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/123277435/Fl%C3%BCssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Fl%C3%BCssigschlick_im_Bereich_der_deutschen_Nordseek%C3%BCste_und_der_angrenzenden_%C3%84stuare_und_Tidefl%C3%BCsse"><img alt="Research paper thumbnail of Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse" class="work-thumbnail" src="https://attachments.academia-assets.com/117746921/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/123277435/Fl%C3%BCssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Fl%C3%BCssigschlick_im_Bereich_der_deutschen_Nordseek%C3%BCste_und_der_angrenzenden_%C3%84stuare_und_Tidefl%C3%BCsse">Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der st...</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">Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der ständig steigenden Tiefgänge in den letzten Jahrzehnten sind die ausreichenden Wassertiefen im Anfahrtsweg der Seehäfen an der deutschen Nordseeküste ein wesentlicher Standortfaktor geworden, der nur durch fortwährende Vertiefungen und nachfolgende Unterhaltung der Zufahrtswege dauerhaft erhalten werden kann. So fallen von den etwa 45 Mio. m³ Baggergut, die in Deutschland in den letzten Jahren jährlich ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="2c3c3ccd66eaeef4396807e8f66398f8" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":117746921,"asset_id":123277435,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/117746921/download_file?st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&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="123277435"><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="123277435"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 123277435; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=123277435]").text(description); $(".js-view-count[data-work-id=123277435]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 123277435; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='123277435']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 123277435, 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: "2c3c3ccd66eaeef4396807e8f66398f8" } } $('.js-work-strip[data-work-id=123277435]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":123277435,"title":"Flüssigschlick-Erweiterung eines morphodynamisch-numerischen Simulationsmodells zur Simulation der Dynamik von Flüssigschlick im Bereich der deutschen Nordseeküste und der angrenzenden Ästuare und Tideflüsse","translated_title":"","metadata":{"abstract":"Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der ständig steigenden Tiefgänge in den letzten Jahrzehnten sind die ausreichenden Wassertiefen im Anfahrtsweg der Seehäfen an der deutschen Nordseeküste ein wesentlicher Standortfaktor geworden, der nur durch fortwährende Vertiefungen und nachfolgende Unterhaltung der Zufahrtswege dauerhaft erhalten werden kann. So fallen von den etwa 45 Mio. m³ Baggergut, die in Deutschland in den letzten Jahren jährlich ..."},"translated_abstract":"Aufgrund der schnellen Entwicklung der Schiffsgrößen der internationalen Seeschiffahrt und der ständig steigenden Tiefgänge in den letzten Jahrzehnten sind die ausreichenden Wassertiefen im Anfahrtsweg der Seehäfen an der deutschen Nordseeküste ein wesentlicher Standortfaktor geworden, der nur durch fortwährende Vertiefungen und nachfolgende Unterhaltung der Zufahrtswege dauerhaft erhalten werden kann. So fallen von den etwa 45 Mio. m³ Baggergut, die in Deutschland in den letzten Jahren jährlich ...","internal_url":"https://www.academia.edu/123277435/Fl%C3%BCssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Fl%C3%BCssigschlick_im_Bereich_der_deutschen_Nordseek%C3%BCste_und_der_angrenzenden_%C3%84stuare_und_Tidefl%C3%BCsse","translated_internal_url":"","created_at":"2024-08-27T01:17:11.301-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":66990281,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":117746921,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/117746921/thumbnails/1.jpg","file_name":"2012_17_A_Fluessigschlick-Roland.pdf","download_url":"https://www.academia.edu/attachments/117746921/download_file?st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Flussigschlick_Erweiterung_eines_morphod.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/117746921/2012_17_A_Fluessigschlick-Roland-libre.pdf?1724747753=\u0026response-content-disposition=attachment%3B+filename%3DFlussigschlick_Erweiterung_eines_morphod.pdf\u0026Expires=1733003405\u0026Signature=TVuNvEAT-zLfq8Iergg-MhzD6IqUm7rvJ7Sqz-VA3CyHfBUjk-5Gza5slEXCVjNMHyuGRLgHV3SBg-OZG6FFr0nAYAKtDTzImK4FbBYkjP8oyCqO-u219W6qSn28vXA4bfOwo3EgqKN3fyetOYS9lPxW5zPmmro9BXL5-HUY2GBjm1Ol62CMQMq5P2J8KJIg6B4UQcOXzcLtmP04l3ZAKMXhGMK~-lgRZzfcUHBsCl9uH7-gUSL2zzmbKSESxFl7Yh43Ay-X3IOr2oq4QoCKfxrxIiO8gD4yek8dZIydBgnVFCAtA0CEbHmC9~EDnEINhs8zQOx5pgzlADwczUsxNQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Flüssigschlick_Erweiterung_eines_morphodynamisch_numerischen_Simulationsmodells_zur_Simulation_der_Dynamik_von_Flüssigschlick_im_Bereich_der_deutschen_Nordseeküste_und_der_angrenzenden_Ästuare_und_Tideflüsse","translated_slug":"","page_count":2,"language":"de","content_type":"Work","owner":{"id":66990281,"first_name":"Ulrich","middle_initials":null,"last_name":"Zanke","page_name":"UZanke","domain_name":"independent","created_at":"2017-08-04T10:39:50.082-07:00","display_name":"Ulrich Zanke","url":"https://independent.academia.edu/UZanke"},"attachments":[{"id":117746921,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/117746921/thumbnails/1.jpg","file_name":"2012_17_A_Fluessigschlick-Roland.pdf","download_url":"https://www.academia.edu/attachments/117746921/download_file?st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&st=MTczMjk5OTgwNSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Flussigschlick_Erweiterung_eines_morphod.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/117746921/2012_17_A_Fluessigschlick-Roland-libre.pdf?1724747753=\u0026response-content-disposition=attachment%3B+filename%3DFlussigschlick_Erweiterung_eines_morphod.pdf\u0026Expires=1733003405\u0026Signature=TVuNvEAT-zLfq8Iergg-MhzD6IqUm7rvJ7Sqz-VA3CyHfBUjk-5Gza5slEXCVjNMHyuGRLgHV3SBg-OZG6FFr0nAYAKtDTzImK4FbBYkjP8oyCqO-u219W6qSn28vXA4bfOwo3EgqKN3fyetOYS9lPxW5zPmmro9BXL5-HUY2GBjm1Ol62CMQMq5P2J8KJIg6B4UQcOXzcLtmP04l3ZAKMXhGMK~-lgRZzfcUHBsCl9uH7-gUSL2zzmbKSESxFl7Yh43Ay-X3IOr2oq4QoCKfxrxIiO8gD4yek8dZIydBgnVFCAtA0CEbHmC9~EDnEINhs8zQOx5pgzlADwczUsxNQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":117746922,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/117746922/thumbnails/1.jpg","file_name":"2012_17_A_Fluessigschlick-Roland.pdf","download_url":"https://www.academia.edu/attachments/117746922/download_file","bulk_download_file_name":"Flussigschlick_Erweiterung_eines_morphod.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/117746922/2012_17_A_Fluessigschlick-Roland-libre.pdf?1724747753=\u0026response-content-disposition=attachment%3B+filename%3DFlussigschlick_Erweiterung_eines_morphod.pdf\u0026Expires=1733003405\u0026Signature=Wy7CXOl6tv3OYFMWiYWx52um-QdDOAAtE4hTkTwdpAGh6OTdbgSEC4oOmwSseWvS8asMnYgICFpXJKcWAUw-thGJMT7NutskAztkofQDXKoN0Aw0TX0c~aEfp4nEaVVdUUoyxSBFw4GlFCSVcCGL3BNpJbBug9e0Q8m-HkgTNa6ihz2qN29c4ZEShqr0iJUTPuUfy0EV6HHoCGuzE9-G0Ah-Rlvs7ZDjIC3H3GwQNO7q1jOw8zbZvKUXD8VOGTL0Btygo5mL-cD2~-PLHZ07NCBqKBfs2vhSJkhMnaMmiwNv3xvaG2O7ru85rX3~PQRVLfishwPKu8ExT~KUuy~6MA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[{"id":44280365,"url":"http://www.kfki.de/files/kfki-seminare/0/2012_17_A_Fluessigschlick-Roland.pdf"}]}, dispatcherData: dispatcherData }); 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