Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions
Piano Key (PK) and trapezoidal labyrinth (TL) weirs are nonlinear control structures suitable for narrow channels with high discharge by expanding the crest length of the overflow. In open channels, high discharge flows can increase flow velocity and erode the downstream riverbed. This study investi...
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description | Piano Key (PK) and trapezoidal labyrinth (TL) weirs are nonlinear control structures suitable for narrow channels with high discharge by expanding the crest length of the overflow. In open channels, high discharge flows can increase flow velocity and erode the downstream riverbed. This study investigates the discharge performance, flow characteristics, and energy dissipation over PK and TL weirs under free-flow conditions using the FLOW-3D software. The FLOW-3D model was validated by comparing the experimental data of two heights of type-A PK weirs with the numerical simulation. A good agreement was found between experimental and numerical results, with Mean-Absolute-Percentage-Error (
MAPE
) values for two PK weirs of 2.24% and 5.78%, which indicate an acceptable precision to simulate the flow over weirs. After this step, two scenarios were presented. In the first scenario, the geometric properties of the two PK weir heights were modified to achieve the optimum hydraulic and best economic designs based on previous recommended geometric parameters, then compared to the same-height TL and linear weirs. In the second scenario, the best economic PK weir was compared to TL weirs with three sidewall angles of 12, 20, and 30°. Overall, sixty-six and twelve simulations were run for the first and second scenarios, respectively. Results demonstrated that linear weirs had the lowest discharge and energy performance compared to PK and TL weirs. In terms of discharge performance, PK weirs are preferred over TL weirs at lower headwater ratios (
H/P
≤ 0.20), while TL weirs with smaller angles (
α
≤ 12°) are recommended at higher ratios (
H
: upstream head above weir crest,
P
: weir height). Energy dissipation rates of TL weirs increase as the sidewall angle increases; thus, TL weirs with larger angles (
α
> 12°) are recommended over PK weirs. Increasing the weir height by 1.66 times enhances the energy dissipation rate by 24% for all weir types. Finally, PK and TL weirs gain a new performance as energy dissipators since they dissipate energy close to the maximum limit. |
doi_str_mv | 10.1007/s40808-023-01844-w |
format | Article |
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MAPE
) values for two PK weirs of 2.24% and 5.78%, which indicate an acceptable precision to simulate the flow over weirs. After this step, two scenarios were presented. In the first scenario, the geometric properties of the two PK weir heights were modified to achieve the optimum hydraulic and best economic designs based on previous recommended geometric parameters, then compared to the same-height TL and linear weirs. In the second scenario, the best economic PK weir was compared to TL weirs with three sidewall angles of 12, 20, and 30°. Overall, sixty-six and twelve simulations were run for the first and second scenarios, respectively. Results demonstrated that linear weirs had the lowest discharge and energy performance compared to PK and TL weirs. In terms of discharge performance, PK weirs are preferred over TL weirs at lower headwater ratios (
H/P
≤ 0.20), while TL weirs with smaller angles (
α
≤ 12°) are recommended at higher ratios (
H
: upstream head above weir crest,
P
: weir height). Energy dissipation rates of TL weirs increase as the sidewall angle increases; thus, TL weirs with larger angles (
α
> 12°) are recommended over PK weirs. Increasing the weir height by 1.66 times enhances the energy dissipation rate by 24% for all weir types. Finally, PK and TL weirs gain a new performance as energy dissipators since they dissipate energy close to the maximum limit.</description><identifier>ISSN: 2363-6203</identifier><identifier>EISSN: 2363-6211</identifier><identifier>DOI: 10.1007/s40808-023-01844-w</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Angles (geometry) ; Channels ; Chemistry and Earth Sciences ; Computer Science ; Discharge ; Earth and Environmental Science ; Earth Sciences ; Earth System Sciences ; Economics ; Ecosystems ; Energy dissipation ; Energy exchange ; Environment ; Flow characteristics ; Flow simulation ; Flow velocity ; Headwaters ; Height ; Math. Appl. in Environmental Science ; Mathematical Applications in the Physical Sciences ; Mathematical models ; Nonlinear control ; Open channels ; Original Article ; Overflow ; Physics ; Pianos ; River beds ; Riverbeds ; Statistics for Engineering ; Three dimensional flow ; Three dimensional models ; Weirs</subject><ispartof>Modeling earth systems and environment, 2024-02, Vol.10 (1), p.1253-1272</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. 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-c319t-333818bd656301e30d74c3128e7b733b0ea33b5df3fb7cfb734e3c9e7fe382313</citedby><cites>FETCH-LOGICAL-c319t-333818bd656301e30d74c3128e7b733b0ea33b5df3fb7cfb734e3c9e7fe382313</cites><orcidid>0000-0002-8501-3673</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/s40808-023-01844-w$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s40808-023-01844-w$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27902,27903,41466,42535,51296</link.rule.ids></links><search><creatorcontrib>Selim, Tarek</creatorcontrib><creatorcontrib>Hamed, Abdelrahman Kamal</creatorcontrib><creatorcontrib>Elkiki, Mohamed</creatorcontrib><creatorcontrib>Eltarabily, Mohamed Galal</creatorcontrib><title>Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions</title><title>Modeling earth systems and environment</title><addtitle>Model. Earth Syst. Environ</addtitle><description>Piano Key (PK) and trapezoidal labyrinth (TL) weirs are nonlinear control structures suitable for narrow channels with high discharge by expanding the crest length of the overflow. In open channels, high discharge flows can increase flow velocity and erode the downstream riverbed. This study investigates the discharge performance, flow characteristics, and energy dissipation over PK and TL weirs under free-flow conditions using the FLOW-3D software. The FLOW-3D model was validated by comparing the experimental data of two heights of type-A PK weirs with the numerical simulation. A good agreement was found between experimental and numerical results, with Mean-Absolute-Percentage-Error (
MAPE
) values for two PK weirs of 2.24% and 5.78%, which indicate an acceptable precision to simulate the flow over weirs. After this step, two scenarios were presented. In the first scenario, the geometric properties of the two PK weir heights were modified to achieve the optimum hydraulic and best economic designs based on previous recommended geometric parameters, then compared to the same-height TL and linear weirs. In the second scenario, the best economic PK weir was compared to TL weirs with three sidewall angles of 12, 20, and 30°. Overall, sixty-six and twelve simulations were run for the first and second scenarios, respectively. Results demonstrated that linear weirs had the lowest discharge and energy performance compared to PK and TL weirs. In terms of discharge performance, PK weirs are preferred over TL weirs at lower headwater ratios (
H/P
≤ 0.20), while TL weirs with smaller angles (
α
≤ 12°) are recommended at higher ratios (
H
: upstream head above weir crest,
P
: weir height). Energy dissipation rates of TL weirs increase as the sidewall angle increases; thus, TL weirs with larger angles (
α
> 12°) are recommended over PK weirs. Increasing the weir height by 1.66 times enhances the energy dissipation rate by 24% for all weir types. Finally, PK and TL weirs gain a new performance as energy dissipators since they dissipate energy close to the maximum limit.</description><subject>Angles (geometry)</subject><subject>Channels</subject><subject>Chemistry and Earth Sciences</subject><subject>Computer Science</subject><subject>Discharge</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth System Sciences</subject><subject>Economics</subject><subject>Ecosystems</subject><subject>Energy dissipation</subject><subject>Energy exchange</subject><subject>Environment</subject><subject>Flow characteristics</subject><subject>Flow simulation</subject><subject>Flow velocity</subject><subject>Headwaters</subject><subject>Height</subject><subject>Math. Appl. in Environmental Science</subject><subject>Mathematical Applications in the Physical Sciences</subject><subject>Mathematical models</subject><subject>Nonlinear control</subject><subject>Open channels</subject><subject>Original Article</subject><subject>Overflow</subject><subject>Physics</subject><subject>Pianos</subject><subject>River beds</subject><subject>Riverbeds</subject><subject>Statistics for Engineering</subject><subject>Three dimensional flow</subject><subject>Three dimensional models</subject><subject>Weirs</subject><issn>2363-6203</issn><issn>2363-6211</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kE1OwzAQhSMEElXpBVhZYh2wM2niLFHFn1TBBtaWE09al9QOdtoonIIj4zYIdizGM9J87438ouiS0WtGaX7jU8opj2kCMWU8TeP-JJokkEGcJYyd_s4UzqOZ9xtKKcuSLCuKSfT1vNui05VsiDZ79J1eyU5bQ2xN6sb2pFpLJ6suMGFXeSKNImjQrQaitPe6_cH36EirpbHkHYcj1TnZ4qfVKng3shycNt2a9KidJzujAl87xHi8Yo3SByN_EZ3VsvE4--nT6O3-7nXxGC9fHp4Wt8u4AlZ0MQBwxkuVzTOgDIGqPA2bhGNe5gAlRRneuaqhLvMqFKQIVYF5jcATYDCNrkbf1tmPXfi42NidM-GkSArGeZpTngcqGanKWe8d1qJ1eivdIBgVh_DFGL4I4Ytj-KIPIhhFPsBmhe7P-h_VN1Eli54</recordid><startdate>20240201</startdate><enddate>20240201</enddate><creator>Selim, Tarek</creator><creator>Hamed, Abdelrahman Kamal</creator><creator>Elkiki, Mohamed</creator><creator>Eltarabily, Mohamed Galal</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0002-8501-3673</orcidid></search><sort><creationdate>20240201</creationdate><title>Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions</title><author>Selim, Tarek ; Hamed, Abdelrahman Kamal ; Elkiki, Mohamed ; Eltarabily, Mohamed Galal</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-333818bd656301e30d74c3128e7b733b0ea33b5df3fb7cfb734e3c9e7fe382313</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Angles (geometry)</topic><topic>Channels</topic><topic>Chemistry and Earth Sciences</topic><topic>Computer Science</topic><topic>Discharge</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earth System Sciences</topic><topic>Economics</topic><topic>Ecosystems</topic><topic>Energy dissipation</topic><topic>Energy exchange</topic><topic>Environment</topic><topic>Flow characteristics</topic><topic>Flow simulation</topic><topic>Flow velocity</topic><topic>Headwaters</topic><topic>Height</topic><topic>Math. Appl. in Environmental Science</topic><topic>Mathematical Applications in the Physical Sciences</topic><topic>Mathematical models</topic><topic>Nonlinear control</topic><topic>Open channels</topic><topic>Original Article</topic><topic>Overflow</topic><topic>Physics</topic><topic>Pianos</topic><topic>River beds</topic><topic>Riverbeds</topic><topic>Statistics for Engineering</topic><topic>Three dimensional flow</topic><topic>Three dimensional models</topic><topic>Weirs</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Selim, Tarek</creatorcontrib><creatorcontrib>Hamed, Abdelrahman Kamal</creatorcontrib><creatorcontrib>Elkiki, Mohamed</creatorcontrib><creatorcontrib>Eltarabily, Mohamed Galal</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Modeling earth systems and environment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Selim, Tarek</au><au>Hamed, Abdelrahman Kamal</au><au>Elkiki, Mohamed</au><au>Eltarabily, Mohamed Galal</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions</atitle><jtitle>Modeling earth systems and environment</jtitle><stitle>Model. Earth Syst. Environ</stitle><date>2024-02-01</date><risdate>2024</risdate><volume>10</volume><issue>1</issue><spage>1253</spage><epage>1272</epage><pages>1253-1272</pages><issn>2363-6203</issn><eissn>2363-6211</eissn><abstract>Piano Key (PK) and trapezoidal labyrinth (TL) weirs are nonlinear control structures suitable for narrow channels with high discharge by expanding the crest length of the overflow. In open channels, high discharge flows can increase flow velocity and erode the downstream riverbed. This study investigates the discharge performance, flow characteristics, and energy dissipation over PK and TL weirs under free-flow conditions using the FLOW-3D software. The FLOW-3D model was validated by comparing the experimental data of two heights of type-A PK weirs with the numerical simulation. A good agreement was found between experimental and numerical results, with Mean-Absolute-Percentage-Error (
MAPE
) values for two PK weirs of 2.24% and 5.78%, which indicate an acceptable precision to simulate the flow over weirs. After this step, two scenarios were presented. In the first scenario, the geometric properties of the two PK weir heights were modified to achieve the optimum hydraulic and best economic designs based on previous recommended geometric parameters, then compared to the same-height TL and linear weirs. In the second scenario, the best economic PK weir was compared to TL weirs with three sidewall angles of 12, 20, and 30°. Overall, sixty-six and twelve simulations were run for the first and second scenarios, respectively. Results demonstrated that linear weirs had the lowest discharge and energy performance compared to PK and TL weirs. In terms of discharge performance, PK weirs are preferred over TL weirs at lower headwater ratios (
H/P
≤ 0.20), while TL weirs with smaller angles (
α
≤ 12°) are recommended at higher ratios (
H
: upstream head above weir crest,
P
: weir height). Energy dissipation rates of TL weirs increase as the sidewall angle increases; thus, TL weirs with larger angles (
α
> 12°) are recommended over PK weirs. Increasing the weir height by 1.66 times enhances the energy dissipation rate by 24% for all weir types. Finally, PK and TL weirs gain a new performance as energy dissipators since they dissipate energy close to the maximum limit.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s40808-023-01844-w</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0002-8501-3673</orcidid></addata></record> |
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subjects | Angles (geometry) Channels Chemistry and Earth Sciences Computer Science Discharge Earth and Environmental Science Earth Sciences Earth System Sciences Economics Ecosystems Energy dissipation Energy exchange Environment Flow characteristics Flow simulation Flow velocity Headwaters Height Math. Appl. in Environmental Science Mathematical Applications in the Physical Sciences Mathematical models Nonlinear control Open channels Original Article Overflow Physics Pianos River beds Riverbeds Statistics for Engineering Three dimensional flow Three dimensional models Weirs |
title | Numerical investigation of flow characteristics and energy dissipation over piano key and trapezoidal labyrinth weirs under free-flow conditions |
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