{"id":35,"date":"2019-10-07T19:36:50","date_gmt":"2019-10-07T19:36:50","guid":{"rendered":"https:\/\/dev-cu-sites.pantheonsite.io\/water-resources-engineering\/?page_id=35"},"modified":"2019-10-08T15:41:55","modified_gmt":"2019-10-08T15:41:55","slug":"12-meter-sediment-recirculating-hydraulic-channel","status":"publish","type":"page","link":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/12-meter-sediment-recirculating-hydraulic-channel\/","title":{"rendered":"12-meter Sediment Recirculating Hydraulic Channel"},"content":{"rendered":"\n<p>The 12-meter long sediment recirculating hydraulic channel was designed and installed in 1993. The channel is used to study: <\/p>\n\n\n\n<ul class=\"wp-block-list\"><li>sediment transport in rivers with free surface conditions<\/li><li>scour around bridge piers in ice-covered channels<\/li><li>woody debris hydraulics, and <\/li><li>hydraulics of vegetated channels.<\/li><\/ul>\n\n\n\n<p>The channel is 0.45-meters wide and 0.6-meters deep. The flow rate can vary between 0 and 0.06 cms. The slope of the channel can be adjusted between 0.01% and 4.5%. Water level at the downstream boundary is controlled by a vertical sluice gate. Sediment is recirculated in the channel by means of a slurry pump connected to a floor trap at the downstream end of the channel. The slurry is pumped to the upstream end of the channel and pumped to the upstream end of the channel. <\/p>\n\n\n\n<figure class=\"wp-block-image\"><img loading=\"lazy\" decoding=\"async\" width=\"768\" height=\"1024\" src=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/image1-e1570476908695-768x1024.jpg\" alt=\"\" class=\"wp-image-36\" srcset=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/image1-e1570476908695-768x1024.jpg 768w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/image1-e1570476908695-225x300.jpg 225w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/image1-e1570476908695-203x270.jpg 203w\" sizes=\"auto, (max-width: 768px) 100vw, 768px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" src=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/57711884151__FDF2BC29-0C52-41CE-A0E5-7C16AC6C2F1A-1024x768.jpg\" alt=\"\" class=\"wp-image-48\" srcset=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/57711884151__FDF2BC29-0C52-41CE-A0E5-7C16AC6C2F1A-1024x768.jpg 1024w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/57711884151__FDF2BC29-0C52-41CE-A0E5-7C16AC6C2F1A-300x225.jpg 300w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/57711884151__FDF2BC29-0C52-41CE-A0E5-7C16AC6C2F1A-768x576.jpg 768w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/57711884151__FDF2BC29-0C52-41CE-A0E5-7C16AC6C2F1A-360x270.jpg 360w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><figcaption>Sediment transport under large woody material jam experiment.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"768\" src=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/IMG_2747-1024x768.jpg\" alt=\"\" class=\"wp-image-49\" srcset=\"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/IMG_2747-1024x768.jpg 1024w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/IMG_2747-300x225.jpg 300w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/IMG_2747-768x576.jpg 768w, https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-content\/uploads\/sites\/14\/2019\/10\/IMG_2747-360x270.jpg 360w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><figcaption>Large woody material jam.<\/figcaption><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>The 12-meter long sediment recirculating hydraulic channel was designed and installed in 1993. The channel is used to study: sediment transport in rivers with free surface conditions scour around bridge piers in ice-covered channels woody debris hydraulics, and hydraulics of vegetated channels. The channel is 0.45-meters wide and 0.6-meters deep. The flow rate can vary [&hellip;]<\/p>\n","protected":false},"author":18,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"advgb_blocks_editor_width":"","advgb_blocks_columns_visual_guide":"","footnotes":""},"class_list":["post-35","page","type-page","status-publish","hentry"],"coauthors":[],"author_meta":{"author_link":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/author\/iknack\/","display_name":"Ian Knack"},"relative_dates":{"created":"Posted 7 years ago","modified":"Updated 7 years ago"},"absolute_dates":{"created":"Posted on October 7, 2019","modified":"Updated on October 8, 2019"},"absolute_dates_time":{"created":"Posted on October 7, 2019 7:36 pm","modified":"Updated on October 8, 2019 3:41 pm"},"featured_img_caption":"","featured_img":false,"series_order":"","_links":{"self":[{"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/pages\/35","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/users\/18"}],"replies":[{"embeddable":true,"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/comments?post=35"}],"version-history":[{"count":0,"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/pages\/35\/revisions"}],"wp:attachment":[{"href":"https:\/\/sites.clarkson.edu\/water-resources-engineering\/wp-json\/wp\/v2\/media?parent=35"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}