{"id":904,"date":"2020-12-09T05:04:33","date_gmt":"2020-12-09T05:04:33","guid":{"rendered":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/?post_type=chapter&#038;p=904"},"modified":"2020-12-30T04:43:36","modified_gmt":"2020-12-30T04:43:36","slug":"solution-to-exercise-9","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/chapter\/solution-to-exercise-9\/","title":{"raw":"Solution to Exercise 9","rendered":"Solution to Exercise 9"},"content":{"raw":"9) A confined aquifer underlies a 10 km<sup>2<\/sup> area. The average water level in a number of wells penetrating the confined system rose 2.5 m from April through June. An overlying unconfined aquifer showed an average water table rise of 2.5 m over the same period of time.\r\nAssume the storativity for the confined system is 3.6 \u00d7 10<sup>-5<\/sup>, and specific yield is 0.12 for the unconfined system. How much water (in m<sup>3<\/sup>) recharged each aquifer based on the responses of each potentiometric surface?\r\n\r\nAssume the storativity, <em>S<\/em>, for the confined system is 3.6 \u00d7 10<sup>-5<\/sup>, and specific yield, <em>S<\/em><sub><em>y<\/em><\/sub>, is 0.12 for the unconfined system. How much water (in m<sup>3<\/sup>) recharged each aquifer based on the responses of each potentiometric surface?\r\n\r\nUnconfined aquifer\r\nApplying Equation 48 in this book to compute the volume of water recharged:\r\n<table style=\"border: none; border-collapse: collapse; width: 100%;\" border=\"0\">\r\n<tbody>\r\n<tr>\r\n<td style=\"width: 100%; text-align: center;\"><em>Volume of Unconfined Water for a change in head<\/em> = <em>S<\/em><sub><em>y<\/em><\/sub><em>A<\/em>\u2206<em>h<\/em><\/td>\r\n<\/tr>\r\n<tr>\r\n<td style=\"width: 100%; text-align: center;\">Unconfined Volume = [latex]\\displaystyle 0.12\\ 10\\ \\textup{km}^2\\frac{1,000,000\\ \\textup{m}^2}{1\\ \\textup{km}^2}\\ 2.5\\ \\textup{m}=3\\times{10}^6\\ \\textup{m}^3[\/latex]<\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\nConfined aquifer\r\nApplying Equation 50 in this book to compute the volume of water recharged:\r\n<table style=\"border: none; border-collapse: collapse; width: 100%;\" border=\"0\">\r\n<tbody>\r\n<tr>\r\n<td style=\"width: 100%; text-align: center;\"><em>Volume of Confined Water for a change in head<\/em> = <em>SA<\/em>\u0394<em>h<\/em><\/td>\r\n<\/tr>\r\n<tr>\r\n<td style=\"width: 100%; text-align: center;\">Confined Volume = [latex]\\displaystyle 3.6 \\times {10}^{-5}\\ 10\\ \\textup{km}^2\\frac{1,000,000\\ \\textup{m}^2}{1\\ \\textup{km}^2}\\ 2.5\\ \\textup{m}=900\\ \\textup{m}^3[\/latex]<\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\nThe unconfined aquifer received 3,333 times as much water as the confined aquifer.\r\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/part\/exercises\/#Exercise9\">Return to Exercise 9<\/a><\/p>","rendered":"<p>9) A confined aquifer underlies a 10 km<sup>2<\/sup> area. The average water level in a number of wells penetrating the confined system rose 2.5 m from April through June. An overlying unconfined aquifer showed an average water table rise of 2.5 m over the same period of time.<br \/>\nAssume the storativity for the confined system is 3.6 \u00d7 10<sup>-5<\/sup>, and specific yield is 0.12 for the unconfined system. How much water (in m<sup>3<\/sup>) recharged each aquifer based on the responses of each potentiometric surface?<\/p>\n<p>Assume the storativity, <em>S<\/em>, for the confined system is 3.6 \u00d7 10<sup>-5<\/sup>, and specific yield, <em>S<\/em><sub><em>y<\/em><\/sub>, is 0.12 for the unconfined system. How much water (in m<sup>3<\/sup>) recharged each aquifer based on the responses of each potentiometric surface?<\/p>\n<p>Unconfined aquifer<br \/>\nApplying Equation 48 in this book to compute the volume of water recharged:<\/p>\n<table style=\"border: none; border-collapse: collapse; width: 100%;\">\n<tbody>\n<tr>\n<td style=\"width: 100%; text-align: center;\"><em>Volume of Unconfined Water for a change in head<\/em> = <em>S<\/em><sub><em>y<\/em><\/sub><em>A<\/em>\u2206<em>h<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 100%; text-align: center;\">Unconfined Volume = <img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-content\/ql-cache\/quicklatex.com-d8fb4e0025829f4ff0f5fbb824e2d11f_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#92;&#100;&#105;&#115;&#112;&#108;&#97;&#121;&#115;&#116;&#121;&#108;&#101;&#32;&#48;&#46;&#49;&#50;&#92;&#32;&#49;&#48;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#107;&#109;&#125;&#94;&#50;&#92;&#102;&#114;&#97;&#99;&#123;&#49;&#44;&#48;&#48;&#48;&#44;&#48;&#48;&#48;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#94;&#50;&#125;&#123;&#49;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#107;&#109;&#125;&#94;&#50;&#125;&#92;&#32;&#50;&#46;&#53;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#61;&#51;&#92;&#116;&#105;&#109;&#101;&#115;&#123;&#49;&#48;&#125;&#94;&#54;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#94;&#51;\" title=\"Rendered by QuickLaTeX.com\" height=\"41\" width=\"359\" style=\"vertical-align: -14px;\" \/><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Confined aquifer<br \/>\nApplying Equation 50 in this book to compute the volume of water recharged:<\/p>\n<table style=\"border: none; border-collapse: collapse; width: 100%;\">\n<tbody>\n<tr>\n<td style=\"width: 100%; text-align: center;\"><em>Volume of Confined Water for a change in head<\/em> = <em>SA<\/em>\u0394<em>h<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 100%; text-align: center;\">Confined Volume = <img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-content\/ql-cache\/quicklatex.com-f372e9c8293607375f9c623c0a25a8c6_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#92;&#100;&#105;&#115;&#112;&#108;&#97;&#121;&#115;&#116;&#121;&#108;&#101;&#32;&#51;&#46;&#54;&#32;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#123;&#49;&#48;&#125;&#94;&#123;&#45;&#53;&#125;&#92;&#32;&#49;&#48;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#107;&#109;&#125;&#94;&#50;&#92;&#102;&#114;&#97;&#99;&#123;&#49;&#44;&#48;&#48;&#48;&#44;&#48;&#48;&#48;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#94;&#50;&#125;&#123;&#49;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#107;&#109;&#125;&#94;&#50;&#125;&#92;&#32;&#50;&#46;&#53;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#61;&#57;&#48;&#48;&#92;&#32;&#92;&#116;&#101;&#120;&#116;&#117;&#112;&#123;&#109;&#125;&#94;&#51;\" title=\"Rendered by QuickLaTeX.com\" height=\"41\" width=\"379\" style=\"vertical-align: -14px;\" \/><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>The unconfined aquifer received 3,333 times as much water as the confined aquifer.<\/p>\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/part\/exercises\/#Exercise9\">Return to Exercise 9<\/a><\/p>\n","protected":false},"author":1,"menu_order":9,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-904","chapter","type-chapter","status-publish","hentry"],"part":873,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/904","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":11,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/904\/revisions"}],"predecessor-version":[{"id":1208,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/904\/revisions\/1208"}],"part":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/parts\/873"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/904\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/wp\/v2\/media?parent=904"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/pressbooks\/v2\/chapter-type?post=904"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/wp\/v2\/contributor?post=904"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/hydrogeologic-properties-of-earth-materials-and-principles-of-groundwater-flow\/wp-json\/wp\/v2\/license?post=904"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}