{"id":1284,"date":"2026-05-12T21:47:23","date_gmt":"2026-05-12T21:47:23","guid":{"rendered":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/chapter\/distribution-of-water-in-the-shallow-subsurface\/"},"modified":"2026-05-13T03:21:45","modified_gmt":"2026-05-13T03:21:45","slug":"distribution-of-water-in-the-shallow-subsurface","status":"publish","type":"chapter","link":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/chapter\/distribution-of-water-in-the-shallow-subsurface\/","title":{"raw":"14.2 Distribution of Water in the Shallow Subsurface","rendered":"14.2 Distribution of Water in the Shallow Subsurface"},"content":{"raw":"<div id=\"distribution-of-water-in-the-shallow-subsurface\" class=\"level1\">\r\n<div id=\"saturation\" class=\"level3\">\r\n<h3>Saturation<\/h3>\r\n<div data-custom-style=\"First Paragraph\">\r\n\r\nAt the surface of the Earth, the soil, sediment, or rock have some porosity, and some fraction of that porosity contains water. Thes fraction of porosity that contains water is called the <em>degree of saturation<\/em> ([latex]S_{d}[\/latex]) and is defined in Equation\u00a0<a href=\"#X2b5cf54a94e49fe2ec0ad47158d4979a87c24bd\"><span data-custom-style=\"Hyperlink\">(106)<\/span><\/a>. This quantity can be expressed as a fraction or, if multiplied by 100, as a percentage.\r\n\r\n<\/div>\r\n<table style=\"width: 85%;\" data-custom-style=\"Table\"><colgroup> <col style=\"width: 8%;\" \/> <col style=\"width: 64%;\" \/> <col style=\"width: 11%;\" \/> <\/colgroup>\r\n<thead>\r\n<tr>\r\n<th><\/th>\r\n<th>[latex]S_{d} = \\frac{{volume}_{water}}{{volume}_{voids}}[\/latex]<\/th>\r\n<th style=\"text-align: right;\"><span id=\"X2b5cf54a94e49fe2ec0ad47158d4979a87c24bd\" class=\"anchor\">(106)<\/span><\/th>\r\n<\/tr>\r\n<\/thead>\r\n<\/table>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nThe degree of saturation tends to increase with depth, and the point at which the degree of saturation reaches 100\u00a0percent marks the boundary between the <em>saturated zone<\/em> below and the <em>unsaturated zone<\/em> above (<a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a>).\r\n\r\n<\/div>\r\n<div class=\"bc-figure figure\" data-custom-style=\"Captioned Figure\"><img style=\"display: block; margin-left: auto; margin-right: auto; ;width: 2.69688in; height: 2.77907in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file112-2.jpg\" alt=\"\" \/>\r\n<div class=\"bc-figcaption figcaption\">\r\n<div data-custom-style=\"Image Caption\">\r\n<div class=\"figcaption-text\">\r\n\r\n<span id=\"X983cadcf0bd8df9d923734b3b376590ab9558e3\" class=\"anchor\"><strong>Figure\u00a0110\u00a0\u2011\u00a0<\/strong>Cross\u2011section showing the distribution of water in the subsurface.<\/span>\r\n\r\n<\/div>\r\n<\/div>\r\n<\/div>\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nThis boundary is often considered to be the same as the <em>water table,<\/em> which we previously defined as:\r\n\r\n<\/div>\r\n<ul>\r\n \t<li>the point in an unconfined aquifer in the zone of saturation where the <em>pore\u2011water pressure<\/em> and the atmospheric pressure are equal, and<\/li>\r\n \t<li>the level to which water will rise in a well completed in an unconfined aquifer.<\/li>\r\n<\/ul>\r\n<div data-custom-style=\"First Paragraph\">\r\n\r\nIt may seem like we are making this unnecessarily complicated, and we should just define the water table as the boundary between the saturated and unsaturated zones, but the truth is that the two are not exactly the same because of <em>capillarity<\/em>.\r\n\r\n<\/div>\r\n<\/div>\r\n<div id=\"capillary-forces\" class=\"level3\">\r\n<h3>Capillary Forces<\/h3>\r\n<div data-custom-style=\"First Paragraph\">\r\n\r\nTo understand the role of capillary forces in groundwater, we first need to understand a little about pore fluid pressures. Let us consider a coffee cup that is half full of water\u2014or half empty depending on your emotional outlook at the moment. Atmospheric pressure is pushing down on the water in the cup (<a href=\"#X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\"><span data-custom-style=\"Hyperlink\">Figure\u00a0111<\/span><\/a>), and at the surface of the water the fluid pressure in the water is equal to the atmospheric pressure\u2014for every force there is an equal and opposite force, as you may recall from your high\u2011school physics class. Then, below the surface, fluid pressures increase with depth in the cup as the column of water above it increases.\r\n\r\n<\/div>\r\n<div data-custom-style=\"Captioned Figure\">\r\n\r\n<img style=\"display: block; margin-left: auto; margin-right: auto; ;width: 2.09522in; height: 2.10244in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file113-2.jpg\" alt=\"\" \/>\r\n\r\n<\/div>\r\n<div data-custom-style=\"Block Text\">\r\n<blockquote>\r\n<div class=\"figcaption-text\">\r\n\r\n<span id=\"X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\" class=\"anchor\"><strong>Figure\u00a0111\u00a0\u2011\u00a0<\/strong>Coffee cup half\u2011full of water.<\/span>\r\n\r\n<\/div><\/blockquote>\r\n<\/div>\r\n<div data-custom-style=\"First Paragraph\">\r\n\r\nNow let us consider that the coffee cup is full of dry sand. If we pour some water into the cup so that the bottom half of the cup is saturated, we will have a surface in the middle of the cup that separates the saturated zone from the unsaturated zone. Atmospheric pressure is pushing down on the water in the pore spaces in the sand just like in the cup in <a href=\"#X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\"><span data-custom-style=\"Hyperlink\">Figure\u00a0111<\/span><\/a>, and at the surface of the water, the <em>pore fluid pressure<\/em> is equal to the atmospheric pressure (<a href=\"#Xc880fe5a886f07eeb884aa02b06546187b7a962\"><span data-custom-style=\"Hyperlink\">Figure\u00a0112<\/span><\/a>a). At any point below the surface, the pore fluid pressure is equal to the atmospheric pressure plus the pressure associated with the column of water above that point.\r\n\r\n<\/div>\r\n<div class=\"bc-figure figure\" data-custom-style=\"Captioned Figure\"><img style=\"display: block; margin-left: auto; margin-right: auto; ;width: 5.83333in; height: 2.54722in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file114-2.png\" alt=\"\" \/>\r\n<div class=\"bc-figcaption figcaption\">\r\n<div data-custom-style=\"Image Caption\">\r\n<div class=\"figcaption-text\">\r\n\r\n<span id=\"Xc880fe5a886f07eeb884aa02b06546187b7a962\" class=\"anchor\"><strong>Figure\u00a0112\u00a0\u2011\u00a0<\/strong>Schematic diagram showing the interface between the saturated zone and the unsaturated zone a) with no capillarity, and b) with capillarity.<\/span>\r\n\r\n<\/div>\r\n<\/div>\r\n<\/div>\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nUp to this point, we have ignored atmospheric pressure in our calculations of hydraulic head in groundwater. This is because we use atmospheric pressure as the reference pressure so we define it as zero pressure. When dealing with unsaturated zone problems, pore fluid pressures are less than atmospheric, and given that we define atmospheric pressure as zero, pressures in the unsaturated zone are negative.\r\n\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nThe polarity of water molecules (<a href=\"\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/chapter\/the-properties-of-water\/#Xf5c5ebeaeec2cc0c0c23b8ce0c3a9e21b8d7b01\"><span data-custom-style=\"Hyperlink\">Figure\u00a01<\/span><\/a>) gives water a high surface tension and makes it \u2018stick\u2019 to things. Near the water table, the force associated with surface tension is enough to counteract the force of gravity and pull water upwards along mineral surfaces. This can be demonstrated by dipping the edge of a paper towel into water and watching the water move up into the towel against the pull of gravity. Porous rock or sediments are just like the paper towel\u2014there is a lot of surface area in the pore spaces, surface tension causes water to stick to those surfaces, and water gets pulled upward from the water table. This force pulling water up into the pore spaces above the water table is called <em>capillarity<\/em>, or the <em>capillary force<\/em>. The capillary forces at work in the unsaturated zone pull enough water up above the water table to create a thin saturated zone above the water table called a <em>capillary fringe<\/em> (<a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a> and <a href=\"#Xc880fe5a886f07eeb884aa02b06546187b7a962\"><span data-custom-style=\"Hyperlink\">Figure\u00a0112<\/span><\/a>b). Capillary forces are greater when the openings are small so the capillary fringe is thicker in fine-grained materials and when the grains such as clay carry charge that attracts water molecules.\r\n\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nThe capillary forces that are pulling water up into the capillary fringe are offsetting the forces of gravity that are pushing water down towards the water table. As we move from the water up into the capillary fringe, pore fluid pressures decrease. We can then define the capillary fringe as <em>the part of the saturated zone in which pore fluid pressures are less than atmospheric pressure.<\/em>\r\n\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\n<a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a> shows that the subsurface is separated into the saturated zone and the unsaturated zone, and the boundary between the two is the top of the capillary fringe. We also separate the subsurface into the <em>vadose zone<\/em>\u2014the zone where pore fluid pressures are less than atmospheric pressure\u2014and the <em>phreatic zone<\/em>\u2014where pore fluid pressures are <em>greater<\/em> than atmospheric pressure. The surface that separates these two zones is the water table.\r\n\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\nOften you will hear <em>vadose zone<\/em> and <em>unsaturated zone<\/em> used interchangeably\u2014similarly the <em>phreatic<\/em> and <em>saturated zone<\/em> terms are used interchangeably. This is usually ok, since the capillary fringe is generally thin and probably not that important in most groundwater flow problems. However, it is useful to be aware of what vadose and phreatic really mean, and that in a strict sense, vadose and unsaturated are not the same.\r\n\r\n<\/div>\r\n<div data-custom-style=\"Body Text\">\r\n\r\n<em><strong>Thought Question 16<\/strong>: The thickness of the capillary fringe is not constant; it varies from aquifer to aquifer and from place to place in a single aquifer. What factors affect the thickness of the capillary fringe?<\/em>\r\n\r\n<\/div>\r\n<\/div>\r\n<\/div>","rendered":"<div id=\"distribution-of-water-in-the-shallow-subsurface\" class=\"level1\">\n<div id=\"saturation\" class=\"level3\">\n<h3>Saturation<\/h3>\n<div data-custom-style=\"First Paragraph\">\n<p>At the surface of the Earth, the soil, sediment, or rock have some porosity, and some fraction of that porosity contains water. Thes fraction of porosity that contains water is called the <em>degree of saturation<\/em> ([latex]S_{d}[\/latex]) and is defined in Equation\u00a0<a href=\"#X2b5cf54a94e49fe2ec0ad47158d4979a87c24bd\"><span data-custom-style=\"Hyperlink\">(106)<\/span><\/a>. This quantity can be expressed as a fraction or, if multiplied by 100, as a percentage.<\/p>\n<\/div>\n<table style=\"width: 85%;\" data-custom-style=\"Table\">\n<colgroup>\n<col style=\"width: 8%;\" \/>\n<col style=\"width: 64%;\" \/>\n<col style=\"width: 11%;\" \/> <\/colgroup>\n<thead>\n<tr>\n<th><\/th>\n<th>[latex]S_{d} = \\frac{{volume}_{water}}{{volume}_{voids}}[\/latex]<\/th>\n<th style=\"text-align: right;\"><span id=\"X2b5cf54a94e49fe2ec0ad47158d4979a87c24bd\" class=\"anchor\">(106)<\/span><\/th>\n<\/tr>\n<\/thead>\n<\/table>\n<div data-custom-style=\"Body Text\">\n<p>The degree of saturation tends to increase with depth, and the point at which the degree of saturation reaches 100\u00a0percent marks the boundary between the <em>saturated zone<\/em> below and the <em>unsaturated zone<\/em> above (<a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a>).<\/p>\n<\/div>\n<div class=\"bc-figure figure\" data-custom-style=\"Captioned Figure\"><img decoding=\"async\" style=\"display: block; margin-left: auto; margin-right: auto; ;width: 2.69688in; height: 2.77907in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file112-2.jpg\" alt=\"\" \/><\/p>\n<div class=\"bc-figcaption figcaption\">\n<div data-custom-style=\"Image Caption\">\n<div class=\"figcaption-text\">\n<p><span id=\"X983cadcf0bd8df9d923734b3b376590ab9558e3\" class=\"anchor\"><strong>Figure\u00a0110\u00a0\u2011\u00a0<\/strong>Cross\u2011section showing the distribution of water in the subsurface.<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p>This boundary is often considered to be the same as the <em>water table,<\/em> which we previously defined as:<\/p>\n<\/div>\n<ul>\n<li>the point in an unconfined aquifer in the zone of saturation where the <em>pore\u2011water pressure<\/em> and the atmospheric pressure are equal, and<\/li>\n<li>the level to which water will rise in a well completed in an unconfined aquifer.<\/li>\n<\/ul>\n<div data-custom-style=\"First Paragraph\">\n<p>It may seem like we are making this unnecessarily complicated, and we should just define the water table as the boundary between the saturated and unsaturated zones, but the truth is that the two are not exactly the same because of <em>capillarity<\/em>.<\/p>\n<\/div>\n<\/div>\n<div id=\"capillary-forces\" class=\"level3\">\n<h3>Capillary Forces<\/h3>\n<div data-custom-style=\"First Paragraph\">\n<p>To understand the role of capillary forces in groundwater, we first need to understand a little about pore fluid pressures. Let us consider a coffee cup that is half full of water\u2014or half empty depending on your emotional outlook at the moment. Atmospheric pressure is pushing down on the water in the cup (<a href=\"#X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\"><span data-custom-style=\"Hyperlink\">Figure\u00a0111<\/span><\/a>), and at the surface of the water the fluid pressure in the water is equal to the atmospheric pressure\u2014for every force there is an equal and opposite force, as you may recall from your high\u2011school physics class. Then, below the surface, fluid pressures increase with depth in the cup as the column of water above it increases.<\/p>\n<\/div>\n<div data-custom-style=\"Captioned Figure\">\n<p><img decoding=\"async\" style=\"display: block; margin-left: auto; margin-right: auto; ;width: 2.09522in; height: 2.10244in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file113-2.jpg\" alt=\"\" \/><\/p>\n<\/div>\n<div data-custom-style=\"Block Text\">\n<blockquote>\n<div class=\"figcaption-text\">\n<p><span id=\"X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\" class=\"anchor\"><strong>Figure\u00a0111\u00a0\u2011\u00a0<\/strong>Coffee cup half\u2011full of water.<\/span><\/p>\n<\/div>\n<\/blockquote>\n<\/div>\n<div data-custom-style=\"First Paragraph\">\n<p>Now let us consider that the coffee cup is full of dry sand. If we pour some water into the cup so that the bottom half of the cup is saturated, we will have a surface in the middle of the cup that separates the saturated zone from the unsaturated zone. Atmospheric pressure is pushing down on the water in the pore spaces in the sand just like in the cup in <a href=\"#X8e0b662783b3aec6f1be0af1bd43eb20591d3a6\"><span data-custom-style=\"Hyperlink\">Figure\u00a0111<\/span><\/a>, and at the surface of the water, the <em>pore fluid pressure<\/em> is equal to the atmospheric pressure (<a href=\"#Xc880fe5a886f07eeb884aa02b06546187b7a962\"><span data-custom-style=\"Hyperlink\">Figure\u00a0112<\/span><\/a>a). At any point below the surface, the pore fluid pressure is equal to the atmospheric pressure plus the pressure associated with the column of water above that point.<\/p>\n<\/div>\n<div class=\"bc-figure figure\" data-custom-style=\"Captioned Figure\"><img decoding=\"async\" style=\"display: block; margin-left: auto; margin-right: auto; ;width: 5.83333in; height: 2.54722in;\" src=\"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-content\/uploads\/sites\/42\/2026\/05\/file114-2.png\" alt=\"\" \/><\/p>\n<div class=\"bc-figcaption figcaption\">\n<div data-custom-style=\"Image Caption\">\n<div class=\"figcaption-text\">\n<p><span id=\"Xc880fe5a886f07eeb884aa02b06546187b7a962\" class=\"anchor\"><strong>Figure\u00a0112\u00a0\u2011\u00a0<\/strong>Schematic diagram showing the interface between the saturated zone and the unsaturated zone a) with no capillarity, and b) with capillarity.<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p>Up to this point, we have ignored atmospheric pressure in our calculations of hydraulic head in groundwater. This is because we use atmospheric pressure as the reference pressure so we define it as zero pressure. When dealing with unsaturated zone problems, pore fluid pressures are less than atmospheric, and given that we define atmospheric pressure as zero, pressures in the unsaturated zone are negative.<\/p>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p>The polarity of water molecules (<a href=\"\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/chapter\/the-properties-of-water\/#Xf5c5ebeaeec2cc0c0c23b8ce0c3a9e21b8d7b01\"><span data-custom-style=\"Hyperlink\">Figure\u00a01<\/span><\/a>) gives water a high surface tension and makes it \u2018stick\u2019 to things. Near the water table, the force associated with surface tension is enough to counteract the force of gravity and pull water upwards along mineral surfaces. This can be demonstrated by dipping the edge of a paper towel into water and watching the water move up into the towel against the pull of gravity. Porous rock or sediments are just like the paper towel\u2014there is a lot of surface area in the pore spaces, surface tension causes water to stick to those surfaces, and water gets pulled upward from the water table. This force pulling water up into the pore spaces above the water table is called <em>capillarity<\/em>, or the <em>capillary force<\/em>. The capillary forces at work in the unsaturated zone pull enough water up above the water table to create a thin saturated zone above the water table called a <em>capillary fringe<\/em> (<a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a> and <a href=\"#Xc880fe5a886f07eeb884aa02b06546187b7a962\"><span data-custom-style=\"Hyperlink\">Figure\u00a0112<\/span><\/a>b). Capillary forces are greater when the openings are small so the capillary fringe is thicker in fine-grained materials and when the grains such as clay carry charge that attracts water molecules.<\/p>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p>The capillary forces that are pulling water up into the capillary fringe are offsetting the forces of gravity that are pushing water down towards the water table. As we move from the water up into the capillary fringe, pore fluid pressures decrease. We can then define the capillary fringe as <em>the part of the saturated zone in which pore fluid pressures are less than atmospheric pressure.<\/em><\/p>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p><a href=\"#X983cadcf0bd8df9d923734b3b376590ab9558e3\"><span data-custom-style=\"Hyperlink\">Figure\u00a0110<\/span><\/a> shows that the subsurface is separated into the saturated zone and the unsaturated zone, and the boundary between the two is the top of the capillary fringe. We also separate the subsurface into the <em>vadose zone<\/em>\u2014the zone where pore fluid pressures are less than atmospheric pressure\u2014and the <em>phreatic zone<\/em>\u2014where pore fluid pressures are <em>greater<\/em> than atmospheric pressure. The surface that separates these two zones is the water table.<\/p>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p>Often you will hear <em>vadose zone<\/em> and <em>unsaturated zone<\/em> used interchangeably\u2014similarly the <em>phreatic<\/em> and <em>saturated zone<\/em> terms are used interchangeably. This is usually ok, since the capillary fringe is generally thin and probably not that important in most groundwater flow problems. However, it is useful to be aware of what vadose and phreatic really mean, and that in a strict sense, vadose and unsaturated are not the same.<\/p>\n<\/div>\n<div data-custom-style=\"Body Text\">\n<p><em><strong>Thought Question 16<\/strong>: The thickness of the capillary fringe is not constant; it varies from aquifer to aquifer and from place to place in a single aquifer. What factors affect the thickness of the capillary fringe?<\/em><\/p>\n<\/div>\n<\/div>\n<\/div>\n","protected":false},"author":8,"menu_order":59,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":[],"pb_section_license":""},"chapter-type":[],"contributor":[],"license":[],"class_list":["post-1284","chapter","type-chapter","status-publish","hentry"],"part":1506,"_links":{"self":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapters\/1284","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/wp\/v2\/users\/8"}],"version-history":[{"count":2,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapters\/1284\/revisions"}],"predecessor-version":[{"id":1764,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapters\/1284\/revisions\/1764"}],"part":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/parts\/1506"}],"metadata":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapters\/1284\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/wp\/v2\/media?parent=1284"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/pressbooks\/v2\/chapter-type?post=1284"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/wp\/v2\/contributor?post=1284"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/books.gw-project.org\/basic-hydrogeology-an-introduction-to-the-fundamentals-of-groundwater-science\/wp-json\/wp\/v2\/license?post=1284"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}