Numerical simulation of sand–water slurry flow through pipe bend using CFD
Hydrotransport of industrial powders and bulk materials such as minerals, mineral tailings, coal, ash, and sand is regarded as an efficient means of transportation. Pipelines ranging in length from a few meters to a few kilometers are utilized for this purpose. If not properly addressed, the issue o...
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description | Hydrotransport of industrial powders and bulk materials such as minerals, mineral tailings, coal, ash, and sand is regarded as an efficient means of transportation. Pipelines ranging in length from a few meters to a few kilometers are utilized for this purpose. If not properly addressed, the issue of increased head loss owing to the presence of various fittings such as reducers, valves, bends, and so on can lead to increased power consumption. The current study investigated the head loss parameters in pipe bend for the conveyance of solid–liquid flow of sand–water suspension by utilizing the commercial CFD tool ANSYS Fluent. The flow velocity was changed from 1.5 to 4.5 m/s, and the concentration was altered between 10 and 40% (by weight). The SST k −
ω
turbulence model was used to run a variety of simulations. The sand particle’s average diameter was measured to be 50 µm. Head loss rises with flow velocity and solid weightage. At a flow velocity of 4.5 m/s, the head loss increased by 6.33, 8.43, and 10.99% when the solid concentration changed from 10–20%, 20–30%, and 30–40%, respectively. When compared to solid concentration, head loss occurs greater as velocity increases. From the contours, it is clear that more turbulency occurs at the intrados of the pipe wall. To save energy, commercial slurry pipelines should be operated around the designed higher concentration and minimum design velocity. |
doi_str_mv | 10.1007/s12008-022-01004-x |
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ω
turbulence model was used to run a variety of simulations. The sand particle’s average diameter was measured to be 50 µm. Head loss rises with flow velocity and solid weightage. At a flow velocity of 4.5 m/s, the head loss increased by 6.33, 8.43, and 10.99% when the solid concentration changed from 10–20%, 20–30%, and 30–40%, respectively. When compared to solid concentration, head loss occurs greater as velocity increases. From the contours, it is clear that more turbulency occurs at the intrados of the pipe wall. To save energy, commercial slurry pipelines should be operated around the designed higher concentration and minimum design velocity.</description><identifier>ISSN: 1955-2513</identifier><identifier>EISSN: 1955-2505</identifier><identifier>DOI: 10.1007/s12008-022-01004-x</identifier><language>eng</language><publisher>Paris: Springer Paris</publisher><subject>CAE) and Design ; Coal ; Computational fluid dynamics ; Computer-Aided Engineering (CAD ; Diameters ; Electronics and Microelectronics ; Engineering ; Engineering Design ; Flow velocity ; Industrial Design ; Instrumentation ; Investigations ; Liquid flow ; Measuring instruments ; Mechanical Engineering ; Original Paper ; Pipe bends ; Pipes ; Power consumption ; Reynolds number ; Sand ; Sand & gravel ; Shear stress ; Slurry pipelines ; Turbulence models ; Viscosity</subject><ispartof>International journal on interactive design and manufacturing, 2023-10, Vol.17 (5), p.2373-2385</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag France SAS, part of Springer Nature 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c347t-611ba6613d310d3f703e5a7c085990e500a17aef7b4e52e4dcdc47fd9f0d00363</citedby><cites>FETCH-LOGICAL-c347t-611ba6613d310d3f703e5a7c085990e500a17aef7b4e52e4dcdc47fd9f0d00363</cites><orcidid>0000-0002-6959-0008</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s12008-022-01004-x$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2919544849?pq-origsite=primo$$EHTML$$P50$$Gproquest$$H</linktohtml><link.rule.ids>314,776,780,21367,27901,27902,33721,41464,42533,43781,51294</link.rule.ids></links><search><creatorcontrib>Dixit, Saurav</creatorcontrib><creatorcontrib>Kumar, Shivam</creatorcontrib><creatorcontrib>Pradhan, Asisha Ranjan</creatorcontrib><creatorcontrib>Kumar, Shalendra</creatorcontrib><creatorcontrib>Kumar, Kaushal</creatorcontrib><creatorcontrib>Vatin, Nikolai Ivanovich</creatorcontrib><creatorcontrib>Miroshnikova, Tatyana</creatorcontrib><creatorcontrib>Epifantsev, Kirill</creatorcontrib><title>Numerical simulation of sand–water slurry flow through pipe bend using CFD</title><title>International journal on interactive design and manufacturing</title><addtitle>Int J Interact Des Manuf</addtitle><description>Hydrotransport of industrial powders and bulk materials such as minerals, mineral tailings, coal, ash, and sand is regarded as an efficient means of transportation. Pipelines ranging in length from a few meters to a few kilometers are utilized for this purpose. If not properly addressed, the issue of increased head loss owing to the presence of various fittings such as reducers, valves, bends, and so on can lead to increased power consumption. The current study investigated the head loss parameters in pipe bend for the conveyance of solid–liquid flow of sand–water suspension by utilizing the commercial CFD tool ANSYS Fluent. The flow velocity was changed from 1.5 to 4.5 m/s, and the concentration was altered between 10 and 40% (by weight). The SST k −
ω
turbulence model was used to run a variety of simulations. The sand particle’s average diameter was measured to be 50 µm. Head loss rises with flow velocity and solid weightage. At a flow velocity of 4.5 m/s, the head loss increased by 6.33, 8.43, and 10.99% when the solid concentration changed from 10–20%, 20–30%, and 30–40%, respectively. When compared to solid concentration, head loss occurs greater as velocity increases. From the contours, it is clear that more turbulency occurs at the intrados of the pipe wall. To save energy, commercial slurry pipelines should be operated around the designed higher concentration and minimum design velocity.</description><subject>CAE) and Design</subject><subject>Coal</subject><subject>Computational fluid dynamics</subject><subject>Computer-Aided Engineering (CAD</subject><subject>Diameters</subject><subject>Electronics and Microelectronics</subject><subject>Engineering</subject><subject>Engineering Design</subject><subject>Flow velocity</subject><subject>Industrial Design</subject><subject>Instrumentation</subject><subject>Investigations</subject><subject>Liquid flow</subject><subject>Measuring instruments</subject><subject>Mechanical Engineering</subject><subject>Original Paper</subject><subject>Pipe bends</subject><subject>Pipes</subject><subject>Power consumption</subject><subject>Reynolds number</subject><subject>Sand</subject><subject>Sand & gravel</subject><subject>Shear stress</subject><subject>Slurry pipelines</subject><subject>Turbulence models</subject><subject>Viscosity</subject><issn>1955-2513</issn><issn>1955-2505</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kE1OwzAQRi0EEqVwAVaWWAfGf7GzRIUWpAo2sLbc2G5TpUmwE7XdcQduyEkIBMGuqxmN3jejeQhdErgmAPImEgqgEqA0gX7Ak90RGpFMiIQKEMd_PWGn6CzGNUCqQMEIzZ-6jQtFbkoci01XmraoK1x7HE1lP98_tqZ1AceyC2GPfVlvcbsKdbdc4aZoHF64yuIuFtUST6Z35-jEmzK6i986Rq_T-5fJQzJ_nj1ObudJzrhsk5SQhUlTwiwjYJmXwJwwMgclsgycADBEGuflgjtBHbe5zbn0NvNgAVjKxuhq2NuE-q1zsdXrugtVf1LTrP-Uc8Wzg5SSGVGCUNpTdKDyUMcYnNdNKDYm7DUB_e1WD25171b_uNW7PsSGUOzhaunC_-oDqS8alXyC</recordid><startdate>20231001</startdate><enddate>20231001</enddate><creator>Dixit, Saurav</creator><creator>Kumar, Shivam</creator><creator>Pradhan, Asisha Ranjan</creator><creator>Kumar, Shalendra</creator><creator>Kumar, Kaushal</creator><creator>Vatin, Nikolai Ivanovich</creator><creator>Miroshnikova, Tatyana</creator><creator>Epifantsev, Kirill</creator><general>Springer Paris</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PQBIZ</scope><scope>PQBZA</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0002-6959-0008</orcidid></search><sort><creationdate>20231001</creationdate><title>Numerical simulation of sand–water slurry flow through pipe bend using CFD</title><author>Dixit, Saurav ; Kumar, Shivam ; Pradhan, Asisha Ranjan ; Kumar, Shalendra ; Kumar, Kaushal ; Vatin, Nikolai Ivanovich ; Miroshnikova, Tatyana ; Epifantsev, Kirill</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c347t-611ba6613d310d3f703e5a7c085990e500a17aef7b4e52e4dcdc47fd9f0d00363</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>CAE) and Design</topic><topic>Coal</topic><topic>Computational fluid dynamics</topic><topic>Computer-Aided Engineering (CAD</topic><topic>Diameters</topic><topic>Electronics and Microelectronics</topic><topic>Engineering</topic><topic>Engineering Design</topic><topic>Flow velocity</topic><topic>Industrial Design</topic><topic>Instrumentation</topic><topic>Investigations</topic><topic>Liquid flow</topic><topic>Measuring instruments</topic><topic>Mechanical Engineering</topic><topic>Original Paper</topic><topic>Pipe bends</topic><topic>Pipes</topic><topic>Power consumption</topic><topic>Reynolds number</topic><topic>Sand</topic><topic>Sand & gravel</topic><topic>Shear stress</topic><topic>Slurry pipelines</topic><topic>Turbulence models</topic><topic>Viscosity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Dixit, Saurav</creatorcontrib><creatorcontrib>Kumar, Shivam</creatorcontrib><creatorcontrib>Pradhan, Asisha Ranjan</creatorcontrib><creatorcontrib>Kumar, Shalendra</creatorcontrib><creatorcontrib>Kumar, Kaushal</creatorcontrib><creatorcontrib>Vatin, Nikolai Ivanovich</creatorcontrib><creatorcontrib>Miroshnikova, Tatyana</creatorcontrib><creatorcontrib>Epifantsev, Kirill</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest One Business</collection><collection>ProQuest One Business (Alumni)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><jtitle>International journal on interactive design and manufacturing</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Dixit, Saurav</au><au>Kumar, Shivam</au><au>Pradhan, Asisha Ranjan</au><au>Kumar, Shalendra</au><au>Kumar, Kaushal</au><au>Vatin, Nikolai Ivanovich</au><au>Miroshnikova, Tatyana</au><au>Epifantsev, Kirill</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical simulation of sand–water slurry flow through pipe bend using CFD</atitle><jtitle>International journal on interactive design and manufacturing</jtitle><stitle>Int J Interact Des Manuf</stitle><date>2023-10-01</date><risdate>2023</risdate><volume>17</volume><issue>5</issue><spage>2373</spage><epage>2385</epage><pages>2373-2385</pages><issn>1955-2513</issn><eissn>1955-2505</eissn><abstract>Hydrotransport of industrial powders and bulk materials such as minerals, mineral tailings, coal, ash, and sand is regarded as an efficient means of transportation. Pipelines ranging in length from a few meters to a few kilometers are utilized for this purpose. If not properly addressed, the issue of increased head loss owing to the presence of various fittings such as reducers, valves, bends, and so on can lead to increased power consumption. The current study investigated the head loss parameters in pipe bend for the conveyance of solid–liquid flow of sand–water suspension by utilizing the commercial CFD tool ANSYS Fluent. The flow velocity was changed from 1.5 to 4.5 m/s, and the concentration was altered between 10 and 40% (by weight). The SST k −
ω
turbulence model was used to run a variety of simulations. The sand particle’s average diameter was measured to be 50 µm. Head loss rises with flow velocity and solid weightage. At a flow velocity of 4.5 m/s, the head loss increased by 6.33, 8.43, and 10.99% when the solid concentration changed from 10–20%, 20–30%, and 30–40%, respectively. When compared to solid concentration, head loss occurs greater as velocity increases. From the contours, it is clear that more turbulency occurs at the intrados of the pipe wall. To save energy, commercial slurry pipelines should be operated around the designed higher concentration and minimum design velocity.</abstract><cop>Paris</cop><pub>Springer Paris</pub><doi>10.1007/s12008-022-01004-x</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0002-6959-0008</orcidid></addata></record> |
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subjects | CAE) and Design Coal Computational fluid dynamics Computer-Aided Engineering (CAD Diameters Electronics and Microelectronics Engineering Engineering Design Flow velocity Industrial Design Instrumentation Investigations Liquid flow Measuring instruments Mechanical Engineering Original Paper Pipe bends Pipes Power consumption Reynolds number Sand Sand & gravel Shear stress Slurry pipelines Turbulence models Viscosity |
title | Numerical simulation of sand–water slurry flow through pipe bend using CFD |
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