{"id":2994,"date":"1994-01-01T00:00:00","date_gmt":"1994-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/1994\/01\/01\/tratamiento-biologico-de-lixiviados-de-residuos-solidos-urbanos\/"},"modified":"1994-01-01T00:00:00","modified_gmt":"1994-01-01T00:00:00","slug":"tratamiento-biologico-de-lixiviados-de-residuos-solidos-urbanos","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/tratamiento-biologico-de-lixiviados-de-residuos-solidos-urbanos\/","title":{"rendered":"Tratamiento biologico de lixiviados de residuos solidos urbanos"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Hipolito Garcia Posadas <\/strong><\/h2>\n<p>Se ha llevado a cabo un estudio para determinar el grado de depuracion organica y el de eliminacion amoniacal que pueden alcanzar en el tratamiento biologico de los lixiviados producidos en el vertedero de meruelo (cantabria. Espa\u00f1a) los tratamientos empleados han sido aerobios,-mediante el sistema convencional de fangos activos sin agitacion mecanica ni empleo de nutrientes, anaerobios,- a temperatura de 35 grados c y a temperatura ambiente-, y tratamientos mixtos de tipo anaerobio-aerobio -anaerobio con recirculacion y anaerobio-aerobio-anoxico.  en el tratamiento aerobio se refieren porcentajes de depuracion organica superiores al 90% y de eliminacion entre el 50 y 70% al tratar cargas de 4000-6000 mg dqo\/l.  en el tratamiento anaerobio de lixiviados brutos se refieren depuraciones organicas superiores al 90% operando con velocidades de carga organica hasta de 30 kg dqo\/m3. D al operar a 35 grados c y depuraciones superiores al 80% al operar a temperaturas entre 15 y 20 grados c.  mediante el sistema anaerobio-aerobio-anaerobio con recirculacion se consigue una eliminacion de nitrogenoamoniacal superior al 95%.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Tratamiento biologico de lixiviados de residuos solidos urbanos<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Tratamiento biologico de lixiviados de residuos solidos urbanos <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Hipolito Garcia Posadas <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Valladolid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1994<\/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> Rico Gutierrez Jos\u00e9 Luis<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal:  Fernandez-polanco Y Fernandez Moreda Fernando <\/li>\n<li>J. Angel Irabien Gulias (vocal)<\/li>\n<li>Juan  Ignacio Tejero Monz\u00f3n (vocal)<\/li>\n<li>Jos\u00e9 Luis Gil D\u00edaz (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Hipolito Garcia Posadas Se ha llevado a cabo un estudio para determinar el grado de depuracion organica [&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":[332,1332,1333,2649,12451],"tags":[12625,12623,2652,10704,10703,12624],"class_list":["post-2994","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-control-de-la-contaminacion-del-agua","category-ingenieria-y-tecnologia-del-medio-ambiente","category-tecnologia-de-aguas-residuales","category-valladolid","tag-fernandez-polanco-y-fernandez-moreda-fernando","tag-hipolito-garcia-posadas","tag-j-angel-irabien-gulias","tag-jose-luis-gil-diaz","tag-juan-ignacio-tejero-monzon","tag-rico-gutierrez-jose-luis"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/2994","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=2994"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/2994\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=2994"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=2994"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=2994"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}