{"id":118,"date":"2020-11-15T00:22:01","date_gmt":"2020-11-15T00:22:01","guid":{"rendered":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/?post_type=chapter&#038;p=118"},"modified":"2020-11-15T02:25:15","modified_gmt":"2020-11-15T02:25:15","slug":"exercises","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercises\/","title":{"raw":"12  Exercises","rendered":"12  Exercises"},"content":{"raw":"One method to analyze soil and rock cores collected during drilling is to measure hydraulic properties of small centimeter-sized samples removed from the larger core (\u201ccore plugs\u201d) in a laboratory. Before the results can be used for flow simulations, calculations of bulk properties are required.\r\n\r\nConsider the following core collected from a deposit of layered silt and sand. The core is 1.22 meters long, and oriented vertically. Hydraulic conductivity was calculated for five core plugs:\r\n\r\n<img class=\"alignnone size-medium wp-image-120\" src=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-300x254.jpg\" alt=\"Figure for Exercise 1\" width=\"300\" height=\"254\" \/>\r\n<h1 class=\"sub-sub\"><a id=\"Exercise1\"><\/a>Exercise 1<\/h1>\r\nIf only the flow of groundwater through the sand is significant, what is the net\/gross ratio of this core?\r\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution1\">Click here for solution to exercise 1<\/a><\/p>\r\n\r\n<h1 class=\"sub-sub\"><a id=\"Exercise2\"><\/a>Exercise 2<\/h1>\r\nWhat are the calculated bulk vertical and horizontal hydraulic conductivities of the representative volume?\r\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution2\">Click here for solution to exercise 2<\/a><\/p>\r\n\r\n<h1 class=\"sub-sub\"><a id=\"Exercise3\"><\/a>Exercise 3<\/h1>\r\nWhat else would you need before using the calculated bulk hydraulic properties for a flow model?\r\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution3\">Click here for solution to exercise 3<\/a><\/p>","rendered":"<p>One method to analyze soil and rock cores collected during drilling is to measure hydraulic properties of small centimeter-sized samples removed from the larger core (\u201ccore plugs\u201d) in a laboratory. Before the results can be used for flow simulations, calculations of bulk properties are required.<\/p>\n<p>Consider the following core collected from a deposit of layered silt and sand. The core is 1.22 meters long, and oriented vertically. Hydraulic conductivity was calculated for five core plugs:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-120\" src=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-300x254.jpg\" alt=\"Figure for Exercise 1\" width=\"300\" height=\"254\" srcset=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-300x254.jpg 300w, https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-768x650.jpg 768w, https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-65x55.jpg 65w, https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-225x190.jpg 225w, https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1-350x296.jpg 350w, https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-content\/uploads\/sites\/10\/2020\/11\/Figure-Exercise1.jpg 950w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<h1 class=\"sub-sub\"><a id=\"Exercise1\"><\/a>Exercise 1<\/h1>\n<p>If only the flow of groundwater through the sand is significant, what is the net\/gross ratio of this core?<\/p>\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution1\">Click here for solution to exercise 1<\/a><\/p>\n<h1 class=\"sub-sub\"><a id=\"Exercise2\"><\/a>Exercise 2<\/h1>\n<p>What are the calculated bulk vertical and horizontal hydraulic conductivities of the representative volume?<\/p>\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution2\">Click here for solution to exercise 2<\/a><\/p>\n<h1 class=\"sub-sub\"><a id=\"Exercise3\"><\/a>Exercise 3<\/h1>\n<p>What else would you need before using the calculated bulk hydraulic properties for a flow model?<\/p>\n<p style=\"text-align: right;\"><a href=\"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/chapter\/exercise-solutions\/#Solution3\">Click here for solution to exercise 3<\/a><\/p>\n","protected":false},"author":1,"menu_order":12,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-118","chapter","type-chapter","status-publish","hentry"],"part":3,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapters\/118","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":4,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapters\/118\/revisions"}],"predecessor-version":[{"id":144,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapters\/118\/revisions\/144"}],"part":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/parts\/3"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapters\/118\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/wp\/v2\/media?parent=118"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/pressbooks\/v2\/chapter-type?post=118"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/wp\/v2\/contributor?post=118"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/geologic-frameworks-for-groundwater-flow-models\/wp-json\/wp\/v2\/license?post=118"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}