{"id":92322,"date":"2026-04-17T08:00:56","date_gmt":"2026-04-17T08:00:56","guid":{"rendered":"https:\/\/gaeatech.com\/knowledge-center\/?p=92322"},"modified":"2026-04-16T02:01:00","modified_gmt":"2026-04-16T02:01:00","slug":"migratev10-example-10-fractured-media-sorption","status":"publish","type":"post","link":"https:\/\/gaeatech.com\/knowledge-center\/migratev10-example-10-fractured-media-sorption\/","title":{"rendered":"MIGRATEv10 Example 10: Contaminant Transport in Fractured Media with Sorption"},"content":{"rendered":"\n<h2 class=\"wp-block-heading\" id=\"h-introduction\">Introduction<\/h2>\n\n\n\n<p>MIGRATEv10 Example 10 introduces a more advanced and realistic scenario by incorporating:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Fractured media flow<\/strong><\/li>\n\n\n\n<li><strong>Sorption of contaminants<\/strong><\/li>\n<\/ul>\n\n\n\n<p>This example builds on earlier cases by modeling contaminant migration through a landfill barrier system that includes both <strong>compacted clay<\/strong> and a <strong>fractured till layer<\/strong>, while accounting for <strong>retardation due to sorption<\/strong>.<\/p>\n\n\n\n<p>It also serves as the <strong>2-D extension<\/strong> of a similar case presented in POLLUTEv6 (Example 6), providing greater spatial detail and realism.<\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-conceptual-model-overview\">Conceptual Model Overview<\/h2>\n\n\n\n<p>The modeled system consists of:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>A <strong>landfill source<\/strong><\/li>\n\n\n\n<li>A <strong>1 m compacted clay liner<\/strong><\/li>\n\n\n\n<li>A <strong>3 m fractured till layer<\/strong><\/li>\n\n\n\n<li>An underlying <strong>1 m aquifer<\/strong><\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-key-modeling-objective\">Key Modeling Objective<\/h2>\n\n\n\n<p>This example aims to:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Simulate contaminant transport through <strong>fractured porous media<\/strong><\/li>\n\n\n\n<li>Evaluate the effect of <strong>sorption on contaminant migration<\/strong><\/li>\n\n\n\n<li>Demonstrate how fracture flow influences plume behavior<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-barrier-system-description\">Barrier System Description<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-1-compacted-clay-layer\">1. Compacted Clay Layer<\/h3>\n\n\n\n<figure class=\"wp-block-table\"><table><tbody><tr><th>Property<\/th><th>Value<\/th><\/tr><tr><td>Thickness<\/td><td>1 m<\/td><\/tr><tr><td>Function<\/td><td>Primary barrier<\/td><\/tr><tr><td>Sorption (Kd)<\/td><td>1.5 mL\/g<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-2-fractured-till-layer\">2. Fractured Till Layer<\/h3>\n\n\n\n<figure class=\"wp-block-table\"><table><tbody><tr><td>Property<\/td><td>Value<\/td><\/tr><tr><td>Thickness<\/td><td>3 m<\/td><\/tr><tr><td>Function<\/td><td>Secondary transport layer<\/td><\/tr><tr><td>Sorption (Kd)<\/td><td>1.5 mL\/g<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p>\ud83d\udc49 The fractured structure allows <strong>faster transport pathways<\/strong>, while sorption slows contaminant movement.<\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-source-characteristics\">Source Characteristics<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table><tbody><tr><td>Parameter<\/td><td>Value<\/td><\/tr><tr><td>Waste Thickness<\/td><td>6.25 m<\/td><\/tr><tr><td>Density<\/td><td>600 kg\/m\u00b3<\/td><\/tr><tr><td>Contaminant Fraction<\/td><td>0.2%<\/td><\/tr><tr><td>Peak Concentration<\/td><td>1000 mg\/L<\/td><\/tr><tr><td>Landfill Width<\/td><td>200 m<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p>The contaminant is assumed to reach peak concentration early and then migrate downward.<\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-flow-and-leachate-generation\">Flow and Leachate Generation<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-leachate-collection-rate\">Leachate Collection Rate<\/h3>\n\n\n\n<p>Q<sub>c<\/sub> = q<sub>o<\/sub> &#8211; v<sub>a<\/sub> = 0.3 &#8211; 0.02 = 0.28  m\/a<br><\/p>\n\n\n\n<p>Where:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>( q<sub>o<\/sub> ) = infiltration through cover = 0.3 m\/a<\/li>\n\n\n\n<li>( v<sub>a<\/sub> ) = downward Darcy velocity = 0.02 m\/a<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-aquifer-properties\">Aquifer Properties<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table><tbody><tr><td>Parameter<\/td><td>Value<\/td><\/tr><tr><td>Thickness<\/td><td>1 m<\/td><\/tr><tr><td>Porosity<\/td><td>0.35<\/td><\/tr><tr><td>Inflow Velocity<\/td><td>4 m\/a<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-base-outflow-velocity\">Base Outflow Velocity<\/h3>\n\n\n\n<p>v<sub>b<\/sub> = 4 + (200 \\times 0.02) = 8 0 m\/a<\/p>\n\n\n\n<p>This reflects the combined effect of:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Natural groundwater flow<\/li>\n\n\n\n<li>Additional inflow from the landfill<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-modeling-approach-in-migratev10\">Modeling Approach in MIGRATEv10<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-step-1-define-layered-system\">Step 1: Define Layered System<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Clay liner (1 m)<\/li>\n\n\n\n<li>Fractured till (3 m)<\/li>\n\n\n\n<li>Aquifer (1 m)<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-step-2-assign-sorption-properties\">Step 2: Assign Sorption Properties<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Set <strong>distribution coefficient (Kd = 1.5 mL\/g)<\/strong> for both layers<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-step-3-define-source-conditions\">Step 3: Define Source Conditions<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Peak concentration: <strong>1000 mg\/L<\/strong><\/li>\n\n\n\n<li>Finite mass source<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-step-4-apply-flow-conditions\">Step 4: Apply Flow Conditions<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Darcy velocity through deposit<\/li>\n\n\n\n<li>Infiltration rate<\/li>\n\n\n\n<li>Base outflow velocity<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-step-5-run-simulation\">Step 5: Run Simulation<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Evaluate plume migration<\/li>\n\n\n\n<li>Analyze concentration profiles<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-graphical-output-concentration-vs-distance\">Graphical Output: Concentration vs Distance<\/h2>\n\n\n\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"804\" height=\"881\" src=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/image-41.jpg\" alt=\"\" class=\"wp-image-92323\" srcset=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/image-41.jpg 804w, https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/image-41-274x300.jpg 274w, https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/image-41-768x842.jpg 768w\" sizes=\"auto, (max-width: 804px) 100vw, 804px\" \/><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-pdf-report\">PDF Report<\/h2>\n\n\n<div class=\"ead-preview\"><div class=\"ead-document\" style=\"position: relative;padding-top: 90%\"><div class=\"ead-iframe-wrapper\"><iframe src=\"\/\/docs.google.com\/viewer?url=https%3A%2F%2Fgaeatech.com%2Fknowledge-center%2Fwp-content%2Fuploads%2F2026%2F04%2Fmigrate-example9-1.pdf&amp;embedded=true&amp;hl=en\" title=\"Embedded Document\" class=\"ead-iframe\" style=\"width: 100%;height: 100%;border: none;position: absolute;left: 0;top: 0;visibility: hidden;\"><\/iframe><\/div>\t\t\t<div class=\"ead-document-loading\" style=\"width:100%;height:100%;position:absolute;left:0;top:0;z-index:10\">\n\t\t\t\t<div class=\"ead-loading-wrap\">\n\t\t\t\t\t<div class=\"ead-loading-main\">\n\t\t\t\t\t\t<div class=\"ead-loading\">\n\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/plugins\/embed-any-document\/images\/loading.svg\" width=\"55\" height=\"55\" alt=\"Loader\">\n\t\t\t\t\t\t\t<span>Loading&#8230;<\/span>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div class=\"ead-loading-foot\">\n\t\t\t\t\t\t<div class=\"ead-loading-foot-title\">\n\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/plugins\/embed-any-document\/images\/EAD-logo.svg\" alt=\"EAD Logo\" width=\"36\" height=\"23\"\/>\n\t\t\t\t\t\t\t<span>Taking too long?<\/span>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<p>\n\t\t\t\t\t\t\t<div class=\"ead-document-btn ead-reload-btn\" role=\"button\">\n\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/plugins\/embed-any-document\/images\/reload.svg\" alt=\"Reload\" width=\"12\" height=\"12\"\/> Reload document\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<span>|<\/span>\n\t\t\t\t\t\t\t<a href=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/migrate-example9-1.pdf\" class=\"ead-document-btn\" target=\"_blank\">\n\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/plugins\/embed-any-document\/images\/open.svg\" alt=\"Open\" width=\"12\" height=\"12\"\/> Open in new tab\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t<\/div>\n\t\t<\/div><\/div>\n\n\n<p><\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-interpretation-of-results\">Interpretation of Results<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-1-effect-of-fractured-media\">1. Effect of Fractured Media<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Fractures provide <strong>preferential pathways<\/strong><\/li>\n\n\n\n<li>Faster contaminant movement compared to homogeneous media<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-2-role-of-sorption\">2. Role of Sorption<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Sorption slows contaminant migration<\/li>\n\n\n\n<li>Reduces peak concentrations<\/li>\n\n\n\n<li>Increases travel time<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-3-combined-effect\">3. Combined Effect<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Fractures accelerate transport<\/li>\n\n\n\n<li>Sorption retards transport<\/li>\n<\/ul>\n\n\n\n<p>\ud83d\udc49 The resulting plume reflects a <strong>balance between these competing processes<\/strong><\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"h-4-aquifer-impact\">4. Aquifer Impact<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Increased base velocity enhances dilution<\/li>\n\n\n\n<li>Contaminant concentrations depend on:\n<ul class=\"wp-block-list\">\n<li>Flow rate<\/li>\n\n\n\n<li>Sorption<\/li>\n\n\n\n<li>Fracture connectivity<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-key-insights\">Key Insights<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Fractured media significantly alters contaminant pathways<\/li>\n\n\n\n<li>Sorption is critical for predicting realistic transport rates<\/li>\n\n\n\n<li>Ignoring either process can lead to <strong>misleading results<\/strong><\/li>\n\n\n\n<li>MIGRATEv10 can simulate <strong>complex coupled processes effectively<\/strong><\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-key-takeaways\">Key Takeaways<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Fractures increase transport speed<\/strong><\/li>\n\n\n\n<li><strong>Sorption decreases contaminant mobility<\/strong><\/li>\n\n\n\n<li>Combined processes produce realistic plume behavior<\/li>\n\n\n\n<li>Accurate modeling requires:\n<ul class=\"wp-block-list\">\n<li>Proper parameter selection<\/li>\n\n\n\n<li>Understanding of subsurface conditions<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"h-final-thoughts\">Final Thoughts<\/h2>\n\n\n\n<p>MIGRATEv10 Example 10 demonstrates how real-world complexity can be incorporated into contaminant transport modeling. By including both <strong>fractured flow and sorption<\/strong>, this example provides a more accurate representation of subsurface conditions commonly encountered in landfill environments.<\/p>\n\n\n\n<p>This example is especially relevant for:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Fractured tills and bedrock systems<\/li>\n\n\n\n<li>Long-term contaminant migration studies<\/li>\n\n\n\n<li>Environmental risk assessments<\/li>\n<\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Introduction MIGRATEv10 Example 10 introduces a more advanced and realistic scenario by incorporating: This example builds on earlier cases by modeling contaminant migration through a landfill barrier system that includes both compacted clay and a fractured till layer, while accounting for retardation due to sorption. It also serves as the 2-D extension of a similar [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":92325,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[858,1690],"tags":[501,1645,469,821,1707,1689,553],"class_list":["post-92322","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-contaminant-transport-modeling","category-migrateexamples","tag-contaminant-transport","tag-fractured-media","tag-groundwater-modeling","tag-hydrogeology","tag-landfill-engineering","tag-migratev10","tag-sorption"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.4 (Yoast SEO v27.4) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>MIGRATEv10 Example 10 Fractured Media Overview - Knowledge Center<\/title>\n<meta name=\"description\" content=\"Learn how MIGRATEv10 models contaminant transport in fractured media with sorption, including clay liners, fractured till, and aquifer flow.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/gaeatech.com\/knowledge-center\/migratev10-example-10-fractured-media-sorption\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"MIGRATEv10 Example 10: Contaminant Transport in Fractured Media with Sorption\" \/>\n<meta property=\"og:description\" content=\"Learn how MIGRATEv10 models contaminant transport in fractured media with sorption, including clay liners, fractured till, and aquifer flow.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/gaeatech.com\/knowledge-center\/migratev10-example-10-fractured-media-sorption\/\" \/>\n<meta property=\"og:site_name\" content=\"Knowledge Center\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.linkedin.com\/company\/2663277\/\" \/>\n<meta property=\"article:published_time\" content=\"2026-04-17T08:00:56+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/gaeatech.com\/knowledge-center\/wp-content\/uploads\/2026\/04\/migratev10-example-10-fractured-media-diagram.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1536\" \/>\n\t<meta property=\"og:image:height\" content=\"1024\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"GAEA Technologies\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"GAEA Technologies\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"3 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/\"},\"author\":{\"name\":\"GAEA Technologies\",\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/#\\\/schema\\\/person\\\/940fb5fed6e95dd9d0ec1370207f5dba\"},\"headline\":\"MIGRATEv10 Example 10: Contaminant Transport in Fractured Media with Sorption\",\"datePublished\":\"2026-04-17T08:00:56+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/\"},\"wordCount\":526,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/#organization\"},\"image\":{\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/migratev10-example-10-fractured-media-diagram.jpg\",\"keywords\":[\"contaminant transport\",\"fractured media\",\"groundwater modeling\",\"hydrogeology\",\"Landfill Engineering\",\"MIGRATEv10\",\"Sorption\"],\"articleSection\":[\"Contaminant Transport Modeling\",\"MIGRATE Examples\"],\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/\",\"url\":\"https:\\\/\\\/gaeatech.com\\\/knowledge-center\\\/migratev10-example-10-fractured-media-sorption\\\/\",\"name\":\"MIGRATEv10 Example 10 Fractured Media Overview - 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