{"id":69814,"date":"2004-03-09T00:00:00","date_gmt":"2004-03-09T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/modelo-para-estimar-las-disponibilidades-ha%c2%addricas-en-una-cuenca-de-caracter-forestal-aplicacion-a-las-cuencas-de-los-ra%c2%ados-moros-y-riaza-segovia\/"},"modified":"2004-03-09T00:00:00","modified_gmt":"2004-03-09T00:00:00","slug":"modelo-para-estimar-las-disponibilidades-ha%c2%addricas-en-una-cuenca-de-caracter-forestal-aplicacion-a-las-cuencas-de-los-ra%c2%ados-moros-y-riaza-segovia","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/politecnica-de-madrid\/modelo-para-estimar-las-disponibilidades-ha%c2%addricas-en-una-cuenca-de-caracter-forestal-aplicacion-a-las-cuencas-de-los-ra%c2%ados-moros-y-riaza-segovia\/","title":{"rendered":"Modelo para estimar las disponibilidades h\u00eddricas en una cuenca de car\u00e1cter forestal.- aplicaci\u00f3n a las cuencas de los r\u00edos moros y riaza (segovia)"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Ignacio Rojo N\u00fa\u00f1ez <\/strong><\/h2>\n<p>La tesis comienza exponiendo los distintos modos de evaluar las disponibilidades h\u00eddricas en una cuenca hidrogr\u00e1fica, utilizando desde ecuaciones basadas en un balance h\u00eddrico, hasta la aplicaci\u00f3n de modelos hidrol\u00f3gicos distribuidos; para centrarse a continuaci\u00f3n en la propuesta de un modelo hidrol\u00f3gico integrado aplicablea a peque\u00f1as cuencas de monta\u00f1a que permita evaluar los caudales continuos de su curso principal en la secci\u00f3n de salida de la cuenca, a lo largo de un a\u00f1os hidrol\u00f3gico.  el modelo adoptado se fundamenta en el balance h\u00eddrico de thornthwaite y mather, para establecer las escorrent\u00edas no directas generadas por las precipitaciones en la cuenca y el procedimiento del n\u00famero de curva (usda soil conservation service) para definir las escorrent\u00edas directas (superficiales).  se ha aplicado el modelo en cuesti\u00f3n a las cuencas de cabecera de los r\u00edos moros (38,36 km2) y riaza (36,43 km2), ambas en la provincia de segovia, para el periodo 1966-80, obteni\u00e9ndose los caudales continuos a la salida de ambas cuencas durante el periodo citado. Los resultados obtenidos se ha comprobado con los caudales aforados en las estaciones de el espinar y riaza, ubicadas a la salida de las citadas cuencas, verific\u00e1ndose de este modo el ajuste del modelo propuesto.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Modelo para estimar las disponibilidades h\u00eddricas en una cuenca de car\u00e1cter forestal.- aplicaci\u00f3n a las cuencas de los r\u00edos moros y riaza (segovia)<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Modelo para estimar las disponibilidades h\u00eddricas en una cuenca de car\u00e1cter forestal.- aplicaci\u00f3n a las cuencas de los r\u00edos moros y riaza (segovia) <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Ignacio Rojo N\u00fa\u00f1ez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 03\/09\/2004<\/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> Mintegui Aguirre Juan  A.<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Marta Gonz\u00e1lez del t\u00e1nago del r\u00edo <\/li>\n<li>v\u00edctor Castillo s\u00e1nchez (vocal)<\/li>\n<li>otilio S\u00e1nchez palomares (vocal)<\/li>\n<li>Javier Barrag\u00e1n fern\u00e1ndez (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Ignacio Rojo N\u00fa\u00f1ez La tesis comienza exponiendo los distintos modos de evaluar las disponibilidades h\u00eddricas en una [&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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