{"id":112,"date":"2021-01-02T12:27:36","date_gmt":"2021-01-02T12:27:36","guid":{"rendered":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/chapter\/exercise-3-solution\/"},"modified":"2021-01-09T21:43:50","modified_gmt":"2021-01-09T21:43:50","slug":"exercise-3-solution","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/chapter\/exercise-3-solution\/","title":{"raw":"Exercise 3 \u2013 Solution","rendered":"Exercise 3 \u2013 Solution"},"content":{"raw":"<p class=\"import-Normal\"><img src=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-content\/uploads\/sites\/15\/2021\/01\/image23-1.png\" alt=\"image\" width=\"584.64px\" height=\"160.32px\" \/><\/p>\r\n<p class=\"import-Normal\"><img src=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-content\/uploads\/sites\/15\/2021\/01\/image58.png\" alt=\"image\" width=\"584.64px\" height=\"186.24px\" \/><\/p>\r\n<p class=\"import-Normal\">Contour interval = (5.3 m) \/ (16 head drops) = 0.33125 m<\/p>\r\n<p class=\"import-Normal\" style=\"text-align: center;\"><span style=\"display: block; font-size: 12pt; color: #; ; text-decoration: none;\">[latex]\\displaystyle Q_{total}=KHw\\frac{n_{f}}{n_{d}}a_{r}[\/latex]<\/span><\/p>\r\n<p class=\"import-Normal\">The aspect ratio is one, so <em>a<\/em><sub><em>r<\/em><\/sub> = 1<\/p>\r\n<p class=\"import-Normal\"><em>Q<\/em><sub><em>total<\/em><\/sub> = (0.2 m\/d) (5.3 m) (28 m) (3 flow tubes) \/ (16 head drops) = 5.6 m<sup lang=\"en-US\" xml:lang=\"en-US\">3<\/sup>\/d<\/p>\r\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/part\/exercises\/#Exercise_3\">Return to Exercise 3<\/a><\/p>","rendered":"<p class=\"import-Normal\"><img decoding=\"async\" src=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-content\/uploads\/sites\/15\/2021\/01\/image23-1.png\" alt=\"image\" width=\"584.64px\" height=\"160.32px\" \/><\/p>\n<p class=\"import-Normal\"><img decoding=\"async\" src=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-content\/uploads\/sites\/15\/2021\/01\/image58.png\" alt=\"image\" width=\"584.64px\" height=\"186.24px\" \/><\/p>\n<p class=\"import-Normal\">Contour interval = (5.3 m) \/ (16 head drops) = 0.33125 m<\/p>\n<p class=\"import-Normal\" style=\"text-align: center;\"><span style=\"display: block; font-size: 12pt; color: #; ; text-decoration: none;\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-content\/ql-cache\/quicklatex.com-e7011d2d7a138256d6f0f9103d442150_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;&#81;&#95;&#123;&#116;&#111;&#116;&#97;&#108;&#125;&#61;&#75;&#72;&#119;&#92;&#102;&#114;&#97;&#99;&#123;&#110;&#95;&#123;&#102;&#125;&#125;&#123;&#110;&#95;&#123;&#100;&#125;&#125;&#97;&#95;&#123;&#114;&#125;\" title=\"Rendered by QuickLaTeX.com\" height=\"35\" width=\"151\" style=\"vertical-align: -15px;\" \/><\/span><\/p>\n<p class=\"import-Normal\">The aspect ratio is one, so <em>a<\/em><sub><em>r<\/em><\/sub> = 1<\/p>\n<p class=\"import-Normal\"><em>Q<\/em><sub><em>total<\/em><\/sub> = (0.2 m\/d) (5.3 m) (28 m) (3 flow tubes) \/ (16 head drops) = 5.6 m<sup lang=\"en-US\" xml:lang=\"en-US\">3<\/sup>\/d<\/p>\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/part\/exercises\/#Exercise_3\">Return to Exercise 3<\/a><\/p>\n","protected":false},"author":1,"menu_order":26,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-112","chapter","type-chapter","status-publish","hentry"],"part":135,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapters\/112","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":6,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapters\/112\/revisions"}],"predecessor-version":[{"id":389,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapters\/112\/revisions\/389"}],"part":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/parts\/135"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapters\/112\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/wp\/v2\/media?parent=112"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/pressbooks\/v2\/chapter-type?post=112"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/wp\/v2\/contributor?post=112"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/graphical-construction-of-groundwater-flow-nets\/wp-json\/wp\/v2\/license?post=112"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}