{"id":131585,"date":"1996-01-01T00:00:00","date_gmt":"1996-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-experimental-de-la-influencia-de-la-granulometria-en-el-transporte-solido-para-cauces-con-fondo-movil\/"},"modified":"1996-01-01T00:00:00","modified_gmt":"1996-01-01T00:00:00","slug":"estudio-experimental-de-la-influencia-de-la-granulometria-en-el-transporte-solido-para-cauces-con-fondo-movil","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estudio-experimental-de-la-influencia-de-la-granulometria-en-el-transporte-solido-para-cauces-con-fondo-movil\/","title":{"rendered":"Estudio experimental de la influencia de la granulometria en el transporte solido para cauces con fondo movil."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Ferreira Moreira Lucio Flavio <\/strong><\/h2>\n<p>Se realizaron ensayos de transporte solido con fondo plano en un canal de laboratorio utilizando 4 mezclas de tipo arenoso. El rango de tama\u00f1os varia entre 0,59 mm y 1,91 mm. El analisis de comportamiento del transporte revela comportamientos diferenciados en funcion de la granulometria. Se observa una tendencia hacia la disminucion de la pendiente del fondo con el aumento del transporte. Ademas, el proceso de interacion con el flujo produce un cambio en la granulometria de la superficie del fondo, con un aumento de la desviacion tipica. El valor de la tension critica del movimiento incipiente para cada mezcla ha sido determinado mediante el ajuste de las tensiones adimensionales de cada fraccion para un valor de transporte de referencia. M1 y m2 tienen distribucion casi uniforme. M3 y m4 tienen distribucion log normal. Ademas m2 y m4 tienen el mismo diametro medio. Los factores de la funcion de escondimiento obtenidos para m3 y m4 revelan situaciones de simultaneidad con el movimiento de las fracciones individuales. La igualdad en los valores de las tensiones criticas de m2 y m4 demuestra que el diametro medio d50 es un parametro suficientemente representativo de los efectos relacionados con el movimiento incipiente. Los valores medios de tension critica reflejan efectos del diametro medio y relativo de la mezcla.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio experimental de la influencia de la granulometria en el transporte solido para cauces con fondo movil.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio experimental de la influencia de la granulometria en el transporte solido para cauces con fondo movil. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Ferreira Moreira Lucio Flavio <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1996<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3>Direcci\u00f3n y tribunal<\/h3>\n<ul>\n<li><strong>Director de la tesis<\/strong>\n<ul>\n<li>Eduardo Martinez Marin<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Florentino Santos Garcia <\/li>\n<li> Perez Castellanos Jos\u00e9 Luis (vocal)<\/li>\n<li> Temez Pelaez Jos\u00e9 Ramon (vocal)<\/li>\n<li>Claudio Olalla Mara\u00f1on (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Ferreira Moreira Lucio Flavio Se realizaron ensayos de transporte solido con fondo plano en un canal de [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"footnotes":""},"categories":[332,15655,16008,4306],"tags":[81393,16069,245399,16307,30915,43452],"class_list":["post-131585","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-ingenieria-hidraulica","category-politecnica-de-madrid","category-tecnologia-de-la-construccion","tag-claudio-olalla-maranon","tag-eduardo-Martinez-marin","tag-ferreira-moreira-lucio-flavio","tag-florentino-santos-garcia","tag-perez-castellanos-jose-luis","tag-temez-pelaez-jose-ramon"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/131585","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/comments?post=131585"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/131585\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=131585"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=131585"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=131585"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}