{"id":1427,"date":"2019-08-27T16:40:27","date_gmt":"2019-08-27T19:40:27","guid":{"rendered":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/?page_id=1427"},"modified":"2020-06-02T15:21:40","modified_gmt":"2020-06-02T18:21:40","slug":"hydrological-monitoring","status":"publish","type":"page","link":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/hydrological-monitoring\/","title":{"rendered":"Hydrological Monitoring"},"content":{"rendered":"<p style=\"text-align: justify\"><span style=\"font-weight: 400;color: #000000\">The Research Group is responsible for a hydrological monitoring network which consists of: 10 tipping bucket rain gauges (Figure 1) installed in the Pelotas river watershed (PRW); 1 meteorological station located at the headwater of the PRW; 2 hydrological stations at tributaries of Pelotas river acquiring rainfall and water level data (Figure 2).\u00a0<\/span><\/p>\n<p style=\"text-align: justify\"><span style=\"color: #000000\"><span style=\"font-weight: 400\">In addition, the Research Group conducts automatic hydrological monitoring (rainfall and water level\/streamflow) of a small experimental watershed (&lt; 1 km<\/span><span style=\"font-weight: 400\">2<\/span><span style=\"font-weight: 400\">), situated in Cangu\u00e7u-RS, whose main stream flows into Pelotas river.<\/span><\/span><\/p>\n<p style=\"text-align: justify\"><span style=\"font-weight: 400;color: #000000\">All the data are obtained with 5 or 10-minute time steps. Thus, the existing hydrological monitoring provides hydrological series with excellent temporal and spatial representation for this region. Furthermore, these series make feasible other hydrological studies with a great level of detail.<\/span><\/p>\n<p style=\"text-align: justify\"><img data-recalc-dims=\"1\" data-attachment-id=\"1752\" data-permalink=\"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/hydrological-monitoring\/1-2\/\" data-orig-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?fit=1024%2C1024&amp;ssl=1\" data-orig-size=\"1024,1024\" 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-medium-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?fit=400%2C400&amp;ssl=1\" data-large-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?fit=1024%2C1024&amp;ssl=1\" class=\"alignleft size-full wp-image-1752\" src=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?resize=1024%2C1024&#038;ssl=1\" alt=\"\" width=\"1024\" height=\"1024\" srcset=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?w=1024&amp;ssl=1 1024w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?resize=400%2C400&amp;ssl=1 400w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?resize=200%2C200&amp;ssl=1 200w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/1.png?resize=768%2C768&amp;ssl=1 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><\/p>\n<p style=\"text-align: justify\"><span style=\"font-weight: 400;color: #000000\">Figura 1 \u2013 Examples of recording rain gauges.<\/span><\/p>\n<p><img data-recalc-dims=\"1\" data-attachment-id=\"1753\" data-permalink=\"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/hydrological-monitoring\/3-2\/\" data-orig-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?fit=1024%2C1024&amp;ssl=1\" data-orig-size=\"1024,1024\" 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-medium-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?fit=400%2C400&amp;ssl=1\" data-large-file=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?fit=1024%2C1024&amp;ssl=1\" class=\"alignleft size-full wp-image-1753\" src=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?resize=1024%2C1024&#038;ssl=1\" alt=\"\" width=\"1024\" height=\"1024\" srcset=\"https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?w=1024&amp;ssl=1 1024w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?resize=400%2C400&amp;ssl=1 400w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?resize=200%2C200&amp;ssl=1 200w, https:\/\/i0.wp.com\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/files\/2020\/05\/3.png?resize=768%2C768&amp;ssl=1 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><\/p>\n<p style=\"text-align: justify\"><span style=\"font-weight: 400;color: #000000\">Figura 2 \u2013 Water level monitoring at the Caneleira river.<\/span><\/p>\n<p style=\"text-align: justify\">\n","protected":false},"excerpt":{"rendered":"<p>The Research Group is responsible for a hydrological monitoring network which consists of: 10 tipping bucket rain gauges (Figure 1) installed in the Pelotas river watershed (PRW); 1 meteorological station located at the headwater of the PRW; 2 hydrological stations at tributaries of Pelotas river acquiring rainfall and water level data (Figure 2).\u00a0 In addition, [&hellip;]<\/p>\n","protected":false},"author":570,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"jetpack_post_was_ever_published":false,"footnotes":""},"class_list":["post-1427","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"jetpack_shortlink":"https:\/\/wp.me\/P6ZlNg-n1","jetpack-related-posts":[],"_links":{"self":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/1427","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=1427"}],"version-history":[{"count":4,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/1427\/revisions"}],"predecessor-version":[{"id":1823,"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/pages\/1427\/revisions\/1823"}],"wp:attachment":[{"href":"https:\/\/wp.ufpel.edu.br\/hidrologiaemodelagemhidrologica\/wp-json\/wp\/v2\/media?parent=1427"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}