{"id":35,"date":"2015-10-28T10:50:38","date_gmt":"2015-10-28T12:50:38","guid":{"rendered":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/?page_id=35"},"modified":"2020-04-13T15:55:36","modified_gmt":"2020-04-13T18:55:36","slug":"rede-de-monitoramento-hidrologico","status":"publish","type":"page","link":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/rede-de-monitoramento-hidrologico\/","title":{"rendered":"Monitoramento Hidrol\u00f3gico"},"content":{"rendered":"<p style=\"text-align: justify\"><span style=\"color: #000000\">A rede de monitoramento do Grupo de Pesquisa contempla: 10 pluvi\u00f3grafos autom\u00e1ticos de cubas basculantes (Figura 1),\u00a0distribu\u00eddos por toda bacia hidrogr\u00e1fica do arroio Pelotas (BHAP); 1 esta\u00e7\u00e3o meteorol\u00f3gica, localizada na cabeceira da BHAP; 2 esta\u00e7\u00f5es hidrol\u00f3gicas, captando dados de precipita\u00e7\u00e3o e n\u00edvel, localizadas em tribut\u00e1rios do arroio Pelotas (Figura 2). Al\u00e9m disso, o grupo de pesquisa realiza monitoramento hidrol\u00f3gico autom\u00e1tico (chuva e n\u00edvel\/vaz\u00e3o) de uma pequena bacia hidrogr\u00e1fica\u00a0 (&lt; 1 km\u00b2), afluente do arroio Pelotas, situada em Cangu\u00e7u-RS.<\/span><\/p>\n<p style=\"text-align: justify\">\n<p style=\"text-align: justify\"><span style=\"color: #000000\">Os dados s\u00e3o obtidos em intervalos de 5 a 10 minutos, assim, o monitoramento\u00a0possibilita a elabora\u00e7\u00e3o de s\u00e9ries hidrol\u00f3gicas hist\u00f3ricas concretas da regi\u00e3o, o que viabiliza que estudos posteriores sejam realizados, com um alto n\u00edvel de detalhamento.<\/span><\/p>\n<p style=\"text-align: justify\">\n<p><img data-recalc-dims=\"1\" data-attachment-id=\"1640\" data-permalink=\"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/rede-de-monitoramento-hidrologico\/attachment\/1\/\" data-orig-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?fit=1080%2C1080&amp;ssl=1\" data-orig-size=\"1080,1080\" data-comments-opened=\"0\" data-image-meta=\"{&quot;aperture&quot;:&quot;0&quot;,&quot;credit&quot;:&quot;&quot;,&quot;camera&quot;:&quot;&quot;,&quot;caption&quot;:&quot;&quot;,&quot;created_timestamp&quot;:&quot;0&quot;,&quot;copyright&quot;:&quot;&quot;,&quot;focal_length&quot;:&quot;0&quot;,&quot;iso&quot;:&quot;0&quot;,&quot;shutter_speed&quot;:&quot;0&quot;,&quot;title&quot;:&quot;&quot;,&quot;orientation&quot;:&quot;0&quot;}\" data-image-title=\"1\" data-image-description=\"\" data-image-caption=\"\" data-large-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?fit=1024%2C1024&amp;ssl=1\" class=\"alignleft wp-image-1640 size-full\" src=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?resize=1080%2C1080&#038;ssl=1\" alt=\"\" width=\"1080\" height=\"1080\" srcset=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?w=1080&amp;ssl=1 1080w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?resize=400%2C400&amp;ssl=1 400w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?resize=1024%2C1024&amp;ssl=1 1024w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?resize=200%2C200&amp;ssl=1 200w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/1.png?resize=768%2C768&amp;ssl=1 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><\/p>\n<p style=\"text-align: justify\"><span style=\"color: #000000\">Figura 1 \u2013 Exemplos de pluvi\u00f3grafos.<\/span><\/p>\n<p style=\"text-align: justify\">\n<p style=\"text-align: justify\"><img data-recalc-dims=\"1\" data-attachment-id=\"1641\" data-permalink=\"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/rede-de-monitoramento-hidrologico\/attachment\/3\/\" data-orig-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?fit=1080%2C1080&amp;ssl=1\" data-orig-size=\"1080,1080\" data-comments-opened=\"0\" data-image-meta=\"{&quot;aperture&quot;:&quot;0&quot;,&quot;credit&quot;:&quot;&quot;,&quot;camera&quot;:&quot;&quot;,&quot;caption&quot;:&quot;&quot;,&quot;created_timestamp&quot;:&quot;0&quot;,&quot;copyright&quot;:&quot;&quot;,&quot;focal_length&quot;:&quot;0&quot;,&quot;iso&quot;:&quot;0&quot;,&quot;shutter_speed&quot;:&quot;0&quot;,&quot;title&quot;:&quot;&quot;,&quot;orientation&quot;:&quot;0&quot;}\" data-image-title=\"3\" data-image-description=\"\" data-image-caption=\"\" data-large-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?fit=1024%2C1024&amp;ssl=1\" class=\"alignleft size-full wp-image-1641\" src=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?resize=1080%2C1080&#038;ssl=1\" alt=\"\" width=\"1080\" height=\"1080\" srcset=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?w=1080&amp;ssl=1 1080w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?resize=400%2C400&amp;ssl=1 400w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?resize=1024%2C1024&amp;ssl=1 1024w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?resize=200%2C200&amp;ssl=1 200w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/04\/3.png?resize=768%2C768&amp;ssl=1 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><\/p>\n<p style=\"text-align: justify\"><span style=\"color: #000000\">Figura 2 &#8211; Monitoramento linim\u00e9trico no arroio Caneleira.<\/span><\/p>\n","protected":false},"excerpt":{"rendered":"<p>A rede de monitoramento do Grupo de Pesquisa contempla: 10 pluvi\u00f3grafos autom\u00e1ticos de cubas basculantes (Figura 1),\u00a0distribu\u00eddos por toda bacia hidrogr\u00e1fica do arroio Pelotas (BHAP); 1 esta\u00e7\u00e3o meteorol\u00f3gica, localizada na cabeceira da BHAP; 2 esta\u00e7\u00f5es hidrol\u00f3gicas, captando dados de precipita\u00e7\u00e3o e n\u00edvel, localizadas em tribut\u00e1rios do arroio Pelotas (Figura 2). Al\u00e9m disso, o grupo de [&hellip;]<\/p>\n","protected":false},"author":570,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_crdt_document":"","footnotes":""},"class_list":["post-35","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"jetpack_shortlink":"https:\/\/wp.me\/P6ZlNg-z","jetpack-related-posts":[],"_links":{"self":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/35","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/users\/570"}],"replies":[{"embeddable":true,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/comments?post=35"}],"version-history":[{"count":29,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/35\/revisions"}],"predecessor-version":[{"id":1642,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/35\/revisions\/1642"}],"wp:attachment":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/media?parent=35"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}