{"id":145599,"date":"1993-01-01T00:00:00","date_gmt":"1993-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/desarrollo-de-un-modelo-tridimensional-para-la-simulacion-del-flujo-en-medio-fracturado-acoplando-los-conceptos-de-medio-poroso-equivalente-y-red-de-fracturas-discretas\/"},"modified":"1993-01-01T00:00:00","modified_gmt":"1993-01-01T00:00:00","slug":"desarrollo-de-un-modelo-tridimensional-para-la-simulacion-del-flujo-en-medio-fracturado-acoplando-los-conceptos-de-medio-poroso-equivalente-y-red-de-fracturas-discretas","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/desarrollo-de-un-modelo-tridimensional-para-la-simulacion-del-flujo-en-medio-fracturado-acoplando-los-conceptos-de-medio-poroso-equivalente-y-red-de-fracturas-discretas\/","title":{"rendered":"Desarrollo de un modelo tridimensional para la simulacion del flujo en medio fracturado acoplando los conceptos de \u00abmedio poroso equivalente\u00bb y \u00abred de fracturas discretas\u00bb."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Lope Alonso Luis Francisco <\/strong><\/h2>\n<p>La modelizacion de medios fracturados en los estudios de seguridad ligados al almacenamiento en profundidad de residuos radioactivos en formacion geologica, reposa generalmente sobre dos tipos de modelos dependiendo de la escala de utilizacion: el medio poroso equivalente (mpe) si se trata de estudios en el campo lejano, y los modelos de fracturas discretas (mfd) si se estudia el campo proximo. Un codigo numerico basado en el acoplamiento de estas dos clases de modelos ha sido desarrollado en el transcurso de esta tesis.  con el modelo desarrollado, hemos modelizado un deposito ideal utilizando datos procedentes de sitios reales. Asi, para la permeabilidad global hacemos uso de la distribucion de permeabilidades del sitio de auriat, y para describir la facturacion a la escala local, utilizamos las caracteristicas de la fracturas de fanay-augeres. Sin embargo, estas ultimas han sido modificadas con el fin de obtener una representacion mas realista de un macizo granitico en profundidad. Los parametros que nos han servido para establecer el comportamiento hidraulico del modelo han sido esencialmente los flujos y las distribuciones de carga segun varios cortes sobre la region modelizada.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Desarrollo de un modelo tridimensional para la simulacion del flujo en medio fracturado acoplando los conceptos de \u00abmedio poroso equivalente\u00bb y \u00abred de fracturas discretas\u00bb.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Desarrollo de un modelo tridimensional para la simulacion del flujo en medio fracturado acoplando los conceptos de \u00abmedio poroso equivalente\u00bb y \u00abred de fracturas discretas\u00bb. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Lope Alonso Luis Francisco <\/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\/1993<\/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>Patrick Goblet<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Enrique Chacon Oreja <\/li>\n<li>Jes\u00fas Carrera (vocal)<\/li>\n<li>Emmanuel Eedoux (vocal)<\/li>\n<li>Ghislain Marsily (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Lope Alonso Luis Francisco La modelizacion de medios fracturados en los estudios de seguridad ligados al almacenamiento [&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 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