{"id":86,"date":"2009-07-08T13:34:05","date_gmt":"2009-07-08T11:34:05","guid":{"rendered":"http:\/\/www.idrologia.polito.it\/web2\/?page_id=86"},"modified":"2018-09-04T11:56:47","modified_gmt":"2018-09-04T09:56:47","slug":"documenti","status":"publish","type":"page","link":"https:\/\/www.idrologia.polito.it\/web2\/ricerca\/valutazione-piene\/flora\/arpiem\/documenti\/","title":{"rendered":"Documenti"},"content":{"rendered":"<p style=\"text-align: center;\"><strong><span style=\"text-decoration: underline;\"><strong>ARTICOLI SU RIVISTA<\/strong><\/span><\/strong><\/p>\n<ul>\n<li>Laio F., D. Ganora, P. Claps, G. Galeati, Spatially smooth regional estimation of the flood frequency curve (with uncertainty), <strong>Journal of Hydrology<\/strong>, Elsevier, pp. 11, 2011, Vol. 408, ISSN: 0022-1694, DOI: 10.1016\/j.jhydrol.2011.07.022, 2011.\u00a0<a href=\"http:\/\/www.idrologia.polito.it\/~claps\/Papers\/Laio_et_al_2011_JoH.pdf\">[pdf] <\/a><\/li>\n<\/ul>\n<p style=\"text-align: center;\"><strong><span style=\"text-decoration: underline;\">RAPPORTI TECNICI<\/span><\/strong><\/p>\n<ul>\n<li>VOLUME I: Costruzione e applicazione delle procedure\u00a0di stima delle portate al colmo di piena <a href=\"\/piene\/PienePiemonte08_Volume1.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">[pdf]<\/a><\/li>\n<\/ul>\n<p style=\"text-align: center;\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-98 aligncenter\" title=\"volume1\" src=\"http:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume1-208x300.png\" alt=\"volume1\" width=\"208\" height=\"300\" srcset=\"https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume1-208x300.png 208w, https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume1.png 436w\" sizes=\"(max-width: 208px) 100vw, 208px\" \/><\/p>\n<ul>\n<li>VOLUME II: Dati idrologici e caratteristiche dei bacini idrografici <a href=\"\/piene\/PienePiemonte08_Volume2.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">[pdf]<\/a><\/li>\n<\/ul>\n<p style=\"text-align: center;\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-102 aligncenter\" title=\"volume2\" src=\"http:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume2-207x300.png\" alt=\"volume2\" width=\"207\" height=\"300\" srcset=\"https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume2-207x300.png 207w, https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/volume2.png 434w\" sizes=\"(max-width: 207px) 100vw, 207px\" \/><\/p>\n<ul>\n<li>RAPPORTO INTERMEDIO (Relazione Conoscitiva) <a href=\"\/piene\/WP2007-01.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">[pdf]<\/a><\/li>\n<\/ul>\n<p style=\"text-align: center;\"><img decoding=\"async\" loading=\"lazy\" class=\"size-medium wp-image-103 aligncenter\" title=\"Pages from WP2007-01\" src=\"http:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/Pages-from-WP2007-01-211x300.jpg\" alt=\"Pages from WP2007-01\" width=\"211\" height=\"300\" srcset=\"https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/Pages-from-WP2007-01-211x300.jpg 211w, https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/Pages-from-WP2007-01-723x1023.jpg 723w, https:\/\/www.idrologia.polito.it\/web2\/wp-content\/uploads\/2009\/07\/Pages-from-WP2007-01.jpg 1240w\" sizes=\"(max-width: 211px) 100vw, 211px\" \/><\/p>\n<p><strong><span style=\"text-decoration: underline;\">MATERIALI<\/span><\/strong><\/p>\n<ul>\n<li>Parametri necessari per le varie configurazioni di stima <a href=\"\/web2\/progetti\/conclusi\/arpiem\/documenti\/materiali\" target=\"_blank\" rel=\"noopener noreferrer\">[download]<\/a><\/li>\n<\/ul>\n<blockquote>\n<p style=\"text-align: right;\"><a href=\"\/web2\/progetti\/conclusi\/arpiem\" target=\"_blank\" rel=\"noopener noreferrer\">Torna ad ARPIEM<\/a><\/p>\n<\/blockquote>\n","protected":false},"excerpt":{"rendered":"<p style=\"text-align: center;\">ARTICOLI SU RIVISTA<\/p>\n<p> Laio F., D. Ganora, P. Claps, G. Galeati, Spatially smooth regional estimation of the flood frequency curve (with uncertainty), Journal of Hydrology, Elsevier, pp. 11, 2011, Vol. 408, ISSN: 0022-1694, DOI: 10.1016\/j.jhydrol.2011.07.022, 2011. [pdf] <\/p>\n<p style=\"text-align: center;\">RAPPORTI TECNICI<\/p>\n<p> VOLUME I: Costruzione e applicazione delle procedure di stima delle portate al [&#8230;]<\/p>\n","protected":false},"author":5,"featured_media":0,"parent":70,"menu_order":2,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/pages\/86"}],"collection":[{"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/comments?post=86"}],"version-history":[{"count":19,"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/pages\/86\/revisions"}],"predecessor-version":[{"id":3299,"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/pages\/86\/revisions\/3299"}],"up":[{"embeddable":true,"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/pages\/70"}],"wp:attachment":[{"href":"https:\/\/www.idrologia.polito.it\/web2\/wp-json\/wp\/v2\/media?parent=86"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}