

{"id":1032,"date":"2023-04-26T10:05:23","date_gmt":"2023-04-26T14:05:23","guid":{"rendered":"https:\/\/sites.temple.edu\/geophysics\/?p=1032"},"modified":"2023-04-26T10:05:23","modified_gmt":"2023-04-26T14:05:23","slug":"ert-surveys-to-guide-infiltration-measurements","status":"publish","type":"post","link":"https:\/\/sites.temple.edu\/geophysics\/2023\/04\/26\/ert-surveys-to-guide-infiltration-measurements\/","title":{"rendered":"ERT Surveys to Guide Infiltration Measurements"},"content":{"rendered":"\n<p>For several years now, I have been part of a team of researches from Temple and Villanova universities that is assisting the Pennsylvania Department of Transportation (PennDOT) with the design and monitoring of bioswales, which are landscaped basins being constructed adjacent to I-95 to manage stormwater runoff as part of ongoing <a href=\"https:\/\/95revive.com\/\">renovations <\/a>to this key north-south highway. The goal of the bioswales is to promote stormwater infiltration, recharging the groundwater rather than routing all of the flow to overburdened sewage treatment plants.  Just how much infiltration occurs depends on how easily water percolates into soil underlying the basins.<\/p>\n\n\n\n<p>Infiltration measurements are made to characterize percolation, but given the heterogeneous nature of urban soil, which can contain anything from sand to clay to construction debris, deciding where to make infiltration measures is challenges. Last summer, I tested using electrical resistivity tomography (ERT) to guide these measurements. <\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/BasinJ.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"768\" height=\"1024\" src=\"https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/BasinJ-768x1024.jpg\" alt=\"\" class=\"wp-image-1033\" srcset=\"https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/BasinJ-768x1024.jpg 768w, https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/BasinJ-225x300.jpg 225w, https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/BasinJ.jpg 834w\" sizes=\"auto, (max-width: 768px) 100vw, 768px\" \/><\/a><figcaption class=\"wp-element-caption\">The ERT cable ran down the central axis of the bioswale while it was still under construction. Infiltration measurements were later performed along the same line targeting heterogeneities detected by this survey.<br><\/figcaption><\/figure>\n\n\n\n<p><br>Because clay soils have both a lower electrical resistivity and lower infiltration rate than sandy soils, the ideas was to used resistivity images to guide the location of infiltration measurements. As the resistivity cross-section below shows, there was excellent agreement. Where the resistivity was low, so was the measure infiltration.The idea of using resistivity measurements to assess infiltration potential is not new. Many examples can be found in the literature. Here is one <a href=\"https:\/\/iwaponline.com\/wpt\/article-abstract\/12\/3\/660\/20846\/Empirical-relationship-between-soil-permeability\">recent example<\/a>. But it was gratifying how well it worked in this instance!<\/p>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><a href=\"https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/infilt.png\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/sites.temple.edu\/geophysics\/files\/2023\/04\/infilt.png\" alt=\"\" class=\"wp-image-1034\" width=\"672\" height=\"303\" \/><\/a><figcaption class=\"wp-element-caption\">Shows a resistivity cross-section down the axis of basin extending to a depth of over 5 m. The blue regions are low resistivity, hence more likely rich in silt\/clay. The Villanova team measured significant resistivity only in the small pockets of higher-resistivity soil.<\/figcaption><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>For several years now, I have been part of a team of researches from Temple and Villanova universities that is assisting the Pennsylvania Department of Transportation (PennDOT) with the design and monitoring of bioswales, which are landscaped basins being constructed &hellip; <a href=\"https:\/\/sites.temple.edu\/geophysics\/2023\/04\/26\/ert-surveys-to-guide-infiltration-measurements\/\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":606,"featured_media":0,"comment_status":"open","ping_status":"","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-1032","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/posts\/1032","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/users\/606"}],"replies":[{"embeddable":true,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/comments?post=1032"}],"version-history":[{"count":1,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/posts\/1032\/revisions"}],"predecessor-version":[{"id":1035,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/posts\/1032\/revisions\/1035"}],"wp:attachment":[{"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/media?parent=1032"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/categories?post=1032"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/sites.temple.edu\/geophysics\/wp-json\/wp\/v2\/tags?post=1032"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}