{"id":93,"date":"2015-02-03T16:37:06","date_gmt":"2015-02-04T00:37:06","guid":{"rendered":"http:\/\/research.engineering.ucdavis.edu\/gpa\/?page_id=93"},"modified":"2015-02-25T11:49:30","modified_gmt":"2015-02-25T19:49:30","slug":"dewatering","status":"publish","type":"page","link":"https:\/\/research.engineering.ucdavis.edu\/gpa\/excavations\/dewatering\/","title":{"rendered":"Dewatering"},"content":{"rendered":"<hr \/>\n<p>Where excavations extend below the water table, it is necessary to prevent the excavation from being flooded by water seeping out of the ground into the excavation. In some cases this can be accomplished by pumping from shallow ditches around the bottom of the excavation. Where excavations are deep or the soils are highly permeable, it is necessary to intercept the water with deep wells or vacuum wellpoints before it seeps into the excavation.<\/p>\n<div id=\"attachment_739\" style=\"width: 310px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-739\" class=\"wp-image-739 size-medium\" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01-300x204.jpg\" alt=\"Dewatering - P01\" width=\"300\" height=\"204\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01-300x204.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01-221x150.jpg 221w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01-150x102.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P01.jpg 734w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-739\" class=\"wp-caption-text\">A sump pump removing seeping water from an excavation in jointed rock, in Washington, DC.<\/p><\/div>\n<div id=\"attachment_740\" style=\"width: 310px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-740\" class=\"wp-image-740 size-medium\" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02-300x205.jpg\" alt=\"Dewatering - P02\" width=\"300\" height=\"205\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02-300x205.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02-220x150.jpg 220w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02-150x102.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P02.jpg 671w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-740\" class=\"wp-caption-text\">A system of deep wells at the top of the excavation and three lines of well points on the berms were used to dewater the 50-foot deep excavation for Port Allen Lock in Louisiana.<\/p><\/div>\n<div id=\"attachment_741\" style=\"width: 310px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-741\" class=\"wp-image-741 size-medium\" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03-300x202.jpg\" alt=\"Dewatering - P03\" width=\"300\" height=\"202\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03-300x202.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03-223x150.jpg 223w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03-150x101.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P03.jpg 707w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-741\" class=\"wp-caption-text\">Equipotential lines for Port Allen Lock with the dewatering system.<\/p><\/div>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<div id=\"attachment_742\" style=\"width: 310px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-742\" class=\"wp-image-742 size-medium\" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04-300x209.jpg\" alt=\"Dewatering - P04\" width=\"300\" height=\"209\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04-300x209.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04-216x150.jpg 216w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04-150x104.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Dewatering-P04.jpg 713w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-742\" class=\"wp-caption-text\">An aerial view of Port Allen Lock.<\/p><\/div>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Where excavations extend below the water table, it is necessary to prevent the excavation from being flooded by water seeping out of the ground into the excavation. In some cases this can be accomplished by pumping from shallow ditches around the bottom of the excavation. Where excavations are deep or  \u2026 <a href=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/excavations\/dewatering\/\"> Continue reading <span class=\"meta-nav\">&rarr; <\/span><\/a><\/p>\n","protected":false},"author":69,"featured_media":0,"parent":33,"menu_order":4,"comment_status":"closed","ping_status":"closed","template":"","meta":{"ngg_post_thumbnail":0,"footnotes":""},"class_list":["post-93","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/93","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/users\/69"}],"replies":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/comments?post=93"}],"version-history":[{"count":0,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/93\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/33"}],"wp:attachment":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/media?parent=93"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}