Ground water velocity and energy pile

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Abstract

Abstract A form of moist earth may include sand, gravel, or clay. The speed of water within the groundwater influences both the energy and thermal performance of the soil surrounding energy pylons that function with ground-to-water heat pumps. This paper examines and contrasts two programs, MODFLOW/MT3DMS and Ethical, created by GEO4CIVHIC, utilizing the finite element approach. In this study, the assessed model, which is designed like a U-shaped loop, indicated that a rise in groundwater flow velocity results in an increase, up to a certain limit, in the thermal structures' capability to capture heat during their operation.
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Ground water velocity and energy pile | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Case Report Ground water velocity and energy pile KIVANC BAHADIR, Virgil Florescu This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-9342353/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract A form of moist earth may include sand, gravel, or clay. The speed of water within the groundwater influences both the energy and thermal performance of the soil surrounding energy pylons that function with ground-to-water heat pumps. This paper examines and contrasts two programs, MODFLOW/MT3DMS and Ethical, created by GEO4CIVHIC, utilizing the finite element approach. In this study, the assessed model, which is designed like a U-shaped loop, indicated that a rise in groundwater flow velocity results in an increase, up to a certain limit, in the thermal structures' capability to capture heat during their operation. Groundwater flow Energy pile 3d finite model Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-9342353","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Case Report","associatedPublications":[],"authors":[{"id":618784224,"identity":"d454f2ad-3f23-4559-aeae-b0f1dc11184e","order_by":0,"name":"KIVANC BAHADIR","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAABDElEQVRIiWNgGAWjYBACAwYeBgYeAwYGCWYw3wYokgBiHCBaSxpEywGCWoAMCQj/MGEt5uxnD354U3CPQbKdx/BzQc35PHP2BDbpDzV3GMzbG7BqsezJS5acY1DMIM3MYyw949jtYsueB2wSB449Y5A5g90mgwM5BtI8BgkMcsxsCdK8DbcTN9xIYJM42HCYQUIiAbuW82+Mf0O1JP/mbThHhJYbOWZgW6SZmY8BbTlAWIvljDdmlnMMEngkm5mPWfMcSy42OPOw2eLMsWc8EjzY/WLOn2N8482fBDmJ8webb/PU2OUZHE8+eKOi5o6cBDv2EIMBHhgD6BjGBhQRggC7+0fBKBgFo2BEAwCAb1ver4z1QwAAAABJRU5ErkJggg==","orcid":"","institution":"Technical University of Civil Engineering of Bucharest","correspondingAuthor":true,"prefix":"","firstName":"KIVANC","middleName":"","lastName":"BAHADIR","suffix":""},{"id":618784225,"identity":"2ab118d8-edba-42e0-85ee-54d09ec16195","order_by":1,"name":"Virgil Florescu","email":"","orcid":"","institution":"Technical University of Civil Engineering of Bucharest","correspondingAuthor":false,"prefix":"","firstName":"Virgil","middleName":"","lastName":"Florescu","suffix":""}],"badges":[],"createdAt":"2026-04-07 09:08:42","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-9342353/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-9342353/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":108977473,"identity":"4e821ea4-6ce2-492c-9342-938c7dc99232","added_by":"auto","created_at":"2026-05-11 11:31:50","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":568383,"visible":true,"origin":"","legend":"","description":"","filename":"Termicfinal.pdf","url":"https://assets-eu.researchsquare.com/files/rs-9342353/v1_covered_d0a9d286-1e4d-4868-88e8-26c33c0162f6.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Ground water velocity and energy pile","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"Groundwater flow, Energy pile, 3d finite model","lastPublishedDoi":"10.21203/rs.3.rs-9342353/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-9342353/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"A form of moist earth may include sand, gravel, or clay. 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