{"id":88541,"date":"2018-03-10T00:13:33","date_gmt":"2018-03-10T00:13:33","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/evaluacion-de-los-parametros-de-diseno-y-tipo-de-turba-para-la-depuracion-de-aguas-residuales-urbanas\/"},"modified":"2018-03-10T00:13:33","modified_gmt":"2018-03-10T00:13:33","slug":"evaluacion-de-los-parametros-de-diseno-y-tipo-de-turba-para-la-depuracion-de-aguas-residuales-urbanas","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/evaluacion-de-los-parametros-de-diseno-y-tipo-de-turba-para-la-depuracion-de-aguas-residuales-urbanas\/","title":{"rendered":"Evaluacion de los parametros de dise\u00f1o y tipo de turba para la depuracion de aguas residuales urbanas"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jorge  Ignacio Perez Perez <\/strong><\/h2>\n<p>Los par\u00e1metros de contaminaci\u00f3n del efluente obtenidos de estaciones depuradoras mediante lechos de turba en la provincia de granada (villanueva de las torres, torrecardela, pi\u00f1ar, y jayena), se analizaron durante un per\u00edodo de un a\u00f1o, conla idea de evaluar el grado de cumplimiento con la directiva 271\/91\/cee, y la incidencia de la explotaci\u00f3n sobre los par\u00e1metros de control de la contaminaci\u00f3n fijados en la legislaci\u00f3n. Se ha comprobado que a esta escala no se han cumplido las espcificaciones legislativas y que la explotaci\u00f3n incide directamente en los par\u00e1metros anal\u00edticos de control.  la necesidad de ampliar el estudio a otros tipos de turbas, y diferentes condiciones de funcionamiento (inundaci\u00f3n o percolaci\u00f3n) y valores crecientes de carga hidr\u00e1ulica para comprobar su influencia en la efectividad del proceso fue objetivo de este trabajo de investigaci\u00f3n. Para estos sistemas, se observaron comportamientos diferentes seg\u00fan la turba utilizada, y seg\u00fan el r\u00e9gimen de funcionamiento. El funcionamiento mediante inundaci\u00f3n consigue menores rendimientos que por percolaci\u00f3nindependientemente del tipo de turba utilizada y de la carga hidr\u00e1ulica, adem\u00e1s de no conseguir cumplir con las exigencias legislativas. El sistema funcion\u00f3 como un filtro con gran eliminaci\u00f3n de s\u00f3lidos ensuspensi\u00f3n sin depender de la turba utilizada ni de la carga hidr\u00e1ulica, mientras que para la eliminaci\u00f3n de bqo y bdo5, ambos par\u00e1mtros inciden directamente en los resultados obtenidos.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Evaluacion de los parametros de dise\u00f1o y tipo de turba para la depuracion de aguas residuales urbanas<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Evaluacion de los parametros de dise\u00f1o y tipo de turba para la depuracion de aguas residuales urbanas <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jorge  Ignacio Perez Perez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Granada<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 23\/01\/2001<\/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>Montserrat Zamorano Toro<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Jes\u00fas Gonz\u00e1lez l\u00f3pez <\/li>\n<li>Jos\u00e9 Luis Rodriguez frutos (vocal)<\/li>\n<li> Cardenete lopez Juan  m. (vocal)<\/li>\n<li>aurelio Hernandez lehman (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jorge Ignacio Perez Perez Los par\u00e1metros de contaminaci\u00f3n del efluente obtenidos de estaciones depuradoras mediante lechos 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":[332,44809,1333,10144,2649],"tags":[184699,66883,35889,184698,25273,47228],"class_list":["post-88541","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-ingenieria-sanitaria","category-ingenieria-y-tecnologia-del-medio-ambiente","category-regeneracion-del-agua","category-tecnologia-de-aguas-residuales","tag-aurelio-hernandez-lehman","tag-cardenete-lopez-juan-m","tag-jesus-gonzalez-lopez","tag-jorge-ignacio-perez-perez","tag-jose-luis-rodriguez-frutos","tag-montserrat-zamorano-toro"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/88541","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=88541"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/88541\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=88541"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=88541"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=88541"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}