{"id":92,"date":"2022-12-30T18:15:39","date_gmt":"2022-12-30T18:15:39","guid":{"rendered":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/exercise-4\/"},"modified":"2023-01-08T00:46:49","modified_gmt":"2023-01-08T00:46:49","slug":"exercise-4","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/exercise-4\/","title":{"raw":"Exercise 4","rendered":"Exercise 4"},"content":{"raw":"<div class=\"exercise-4\">\r\n<p class=\"import-Normal\">Two piezometers located near an inland saline lake are screened 60\u00a0mbls and are 200\u00a0m apart as shown in the image below. The land surface is at 100\u00a0masl and the aquifer has a hydraulic conductivity of 10\u00a0m\u00a0d<sup class=\"import-GWPNormalSuper\">-<\/sup><sup class=\"import-GWPNormalSuper\">1<\/sup>.<\/p>\r\n<p class=\"import-Normal\"><img class=\"alignnone\" src=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-content\/uploads\/sites\/31\/2022\/12\/image34.png\" alt=\"Figure showing piezometers\" width=\"331\" height=\"253\" \/><\/p>\r\n<p class=\"import-Normal\">Measured hydraulic heads and densities are shown in the following table.<\/p>\r\n\r\n<table style=\"width: 100%; border-collapse: collapse;\">\r\n<tbody>\r\n<tr style=\"border-bottom: thin solid;\">\r\n<td style=\"width: 33%; text-align: center;\"><strong>Piezometer<\/strong><\/td>\r\n<td style=\"width: 34%; text-align: center;\"><strong>Hydraulic\u00a0head<\/strong> <strong>(masl)<\/strong><\/td>\r\n<td style=\"width: 33%; text-align: center;\"><strong>Density<\/strong> <strong>(kg\/m<sup>3<\/sup>)<\/strong><\/td>\r\n<\/tr>\r\n<tr>\r\n<td style=\"text-align: center;\">1<\/td>\r\n<td style=\"text-align: center;\">100.4<\/td>\r\n<td style=\"text-align: center;\">1010<\/td>\r\n<\/tr>\r\n<tr>\r\n<td style=\"text-align: center;\">2<\/td>\r\n<td style=\"text-align: center;\">100<\/td>\r\n<td style=\"text-align: center;\">1020<\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\n<p class=\"import-Normal\">Questions:<\/p>\r\n\r\n<ol>\r\n \t<li class=\"import-Normal\">What is the direction of groundwater flow?<\/li>\r\n \t<li class=\"import-Normal\">What is the specific discharge?<\/li>\r\n<\/ol>\r\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/solution-exercise-4\/\"><span class=\"import-Hyperlink\">Click for solution to <\/span><span class=\"import-Hyperlink\">Exercise <\/span><span class=\"import-Hyperlink\">4<\/span><\/a><\/p>\r\n<p class=\"import-Normal\"><\/p>\r\n\r\n<\/div>","rendered":"<div class=\"exercise-4\">\n<p class=\"import-Normal\">Two piezometers located near an inland saline lake are screened 60\u00a0mbls and are 200\u00a0m apart as shown in the image below. The land surface is at 100\u00a0masl and the aquifer has a hydraulic conductivity of 10\u00a0m\u00a0d<sup class=\"import-GWPNormalSuper\">&#8211;<\/sup><sup class=\"import-GWPNormalSuper\">1<\/sup>.<\/p>\n<p class=\"import-Normal\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone\" src=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-content\/uploads\/sites\/31\/2022\/12\/image34.png\" alt=\"Figure showing piezometers\" width=\"331\" height=\"253\" \/><\/p>\n<p class=\"import-Normal\">Measured hydraulic heads and densities are shown in the following table.<\/p>\n<table style=\"width: 100%; border-collapse: collapse;\">\n<tbody>\n<tr style=\"border-bottom: thin solid;\">\n<td style=\"width: 33%; text-align: center;\"><strong>Piezometer<\/strong><\/td>\n<td style=\"width: 34%; text-align: center;\"><strong>Hydraulic\u00a0head<\/strong> <strong>(masl)<\/strong><\/td>\n<td style=\"width: 33%; text-align: center;\"><strong>Density<\/strong> <strong>(kg\/m<sup>3<\/sup>)<\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\">1<\/td>\n<td style=\"text-align: center;\">100.4<\/td>\n<td style=\"text-align: center;\">1010<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\">2<\/td>\n<td style=\"text-align: center;\">100<\/td>\n<td style=\"text-align: center;\">1020<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p class=\"import-Normal\">Questions:<\/p>\n<ol>\n<li class=\"import-Normal\">What is the direction of groundwater flow?<\/li>\n<li class=\"import-Normal\">What is the specific discharge?<\/li>\n<\/ol>\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/solution-exercise-4\/\"><span class=\"import-Hyperlink\">Click for solution to <\/span><span class=\"import-Hyperlink\">Exercise <\/span><span class=\"import-Hyperlink\">4<\/span><\/a><\/p>\n<p class=\"import-Normal\">\n<\/div>\n","protected":false},"author":1,"menu_order":20,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-92","chapter","type-chapter","status-publish","hentry"],"part":143,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/92","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":3,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/92\/revisions"}],"predecessor-version":[{"id":321,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/92\/revisions\/321"}],"part":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/parts\/143"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/92\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/media?parent=92"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapter-type?post=92"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/contributor?post=92"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/license?post=92"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}