{"id":107,"date":"2022-12-30T18:15:40","date_gmt":"2022-12-30T18:15:40","guid":{"rendered":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/solution-exercise-6\/"},"modified":"2023-01-08T04:34:15","modified_gmt":"2023-01-08T04:34:15","slug":"solution-exercise-6","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/solution-exercise-6\/","title":{"raw":"Solution Exercise 6","rendered":"Solution Exercise 6"},"content":{"raw":"<div class=\"solution-exercise-6\">\r\n<p class=\"import-Normal\"><em class=\"import-GWPCambria\">K<\/em><sub class=\"import-GWPCambriaSub\"><em>f <\/em><\/sub><em class=\"import-GWPCambria\">= <\/em>10\u00a0m\u00a0d<sup>\u22121<\/sup>, which is <span style=\"font-size: NaNpt; color: #; ; text-decoration: none;\">1.2 \u00d7 10<sup>\u22124<\/sup> <\/span>m\u00a0s<sup>\u22121<\/sup>, so with<\/p>\r\n<p style=\"text-align: center;\">[latex]\\displaystyle K_{f}=\\frac{k\\rho _{f}g}{\\mu _{f}}[\/latex]<\/p>\r\n<p class=\"import-Normal\">The Rayleigh number can be calculated as<\/p>\r\n<p style=\"text-align: center;\">[latex]\\displaystyle Ra=\\frac{\\Delta \\rho gkH}{\\mu D_{c}}=\\frac{K_{f}\\Delta \\rho gH}{\\rho _{f}D_{C}}=[\/latex] [latex]\\displaystyle \\frac{1.2\\times 10^{-4}\\times 25\\times 9.81\\times 10}{1000\\times 5.0\\times 10^{-10}}=5.7\\times 10^{5}[\/latex]<\/p>\r\n<p class=\"import-Normal\">Where it was assumed that <span style=\"font-size: NaNpt; color: #; ; text-decoration: none;\"><em>D<\/em> = <em>D<\/em><sub><em>C<\/em><\/sub> = 5.0 \u00d7 10<sup>\u221210 <\/sup><\/span>m<sup>2<\/sup>\u00a0s<sup>\u22121<\/sup> and the representative density values for fresh water and seawater were taken as provided in the text of this book.<\/p>\r\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/exercise-6\/\"><span class=\"import-Hyperlink\">Return to <\/span><span class=\"import-Hyperlink\">Exercise <\/span><span class=\"import-Hyperlink\">6<\/span><\/a><\/p>\r\n<p class=\"import-Normal\"><\/p>\r\n\r\n<\/div>","rendered":"<div class=\"solution-exercise-6\">\n<p class=\"import-Normal\"><em class=\"import-GWPCambria\">K<\/em><sub class=\"import-GWPCambriaSub\"><em>f <\/em><\/sub><em class=\"import-GWPCambria\">= <\/em>10\u00a0m\u00a0d<sup>\u22121<\/sup>, which is <span style=\"font-size: NaNpt; color: #; ; text-decoration: none;\">1.2 \u00d7 10<sup>\u22124<\/sup> <\/span>m\u00a0s<sup>\u22121<\/sup>, so with<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-content\/ql-cache\/quicklatex.com-8c381775b6a2bdadc09f6dbd6c6b28d6_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;&#75;&#95;&#123;&#102;&#125;&#61;&#92;&#102;&#114;&#97;&#99;&#123;&#107;&#92;&#114;&#104;&#111;&#32;&#95;&#123;&#102;&#125;&#103;&#125;&#123;&#92;&#109;&#117;&#32;&#95;&#123;&#102;&#125;&#125;\" title=\"Rendered by QuickLaTeX.com\" height=\"42\" width=\"86\" style=\"vertical-align: -18px;\" \/><\/p>\n<p class=\"import-Normal\">The Rayleigh number can be calculated as<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-content\/ql-cache\/quicklatex.com-c59372cfc3c74fd95b8e68885755d1ff_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;&#82;&#97;&#61;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#68;&#101;&#108;&#116;&#97;&#32;&#92;&#114;&#104;&#111;&#32;&#103;&#107;&#72;&#125;&#123;&#92;&#109;&#117;&#32;&#68;&#95;&#123;&#99;&#125;&#125;&#61;&#92;&#102;&#114;&#97;&#99;&#123;&#75;&#95;&#123;&#102;&#125;&#92;&#68;&#101;&#108;&#116;&#97;&#32;&#92;&#114;&#104;&#111;&#32;&#103;&#72;&#125;&#123;&#92;&#114;&#104;&#111;&#32;&#95;&#123;&#102;&#125;&#68;&#95;&#123;&#67;&#125;&#125;&#61;\" title=\"Rendered by QuickLaTeX.com\" height=\"43\" width=\"228\" style=\"vertical-align: -18px;\" \/> <img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-content\/ql-cache\/quicklatex.com-ced3c9522e3973f55b973668877a0d3e_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;&#92;&#102;&#114;&#97;&#99;&#123;&#49;&#46;&#50;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#49;&#48;&#94;&#123;&#45;&#52;&#125;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#50;&#53;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#57;&#46;&#56;&#49;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#49;&#48;&#125;&#123;&#49;&#48;&#48;&#48;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#53;&#46;&#48;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#49;&#48;&#94;&#123;&#45;&#49;&#48;&#125;&#125;&#61;&#53;&#46;&#55;&#92;&#116;&#105;&#109;&#101;&#115;&#32;&#49;&#48;&#94;&#123;&#53;&#125;\" title=\"Rendered by QuickLaTeX.com\" height=\"39\" width=\"307\" style=\"vertical-align: -12px;\" \/><\/p>\n<p class=\"import-Normal\">Where it was assumed that <span style=\"font-size: NaNpt; color: #; ; text-decoration: none;\"><em>D<\/em> = <em>D<\/em><sub><em>C<\/em><\/sub> = 5.0 \u00d7 10<sup>\u221210 <\/sup><\/span>m<sup>2<\/sup>\u00a0s<sup>\u22121<\/sup> and the representative density values for fresh water and seawater were taken as provided in the text of this book.<\/p>\n<p class=\"import-Normal\" style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/chapter\/exercise-6\/\"><span class=\"import-Hyperlink\">Return to <\/span><span class=\"import-Hyperlink\">Exercise <\/span><span class=\"import-Hyperlink\">6<\/span><\/a><\/p>\n<p class=\"import-Normal\">\n<\/div>\n","protected":false},"author":1,"menu_order":31,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-107","chapter","type-chapter","status-publish","hentry"],"part":155,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/107","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":8,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/107\/revisions"}],"predecessor-version":[{"id":347,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/107\/revisions\/347"}],"part":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/parts\/155"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapters\/107\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/media?parent=107"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/pressbooks\/v2\/chapter-type?post=107"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/contributor?post=107"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/variable-density-groundwater-flow\/wp-json\/wp\/v2\/license?post=107"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}