3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study
Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow struct...
Ausführliche Beschreibung
Autor*in: |
Niknia, N. [verfasserIn] Keshavarzi, A. [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2014 |
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Schlagwörter: |
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Übergeordnetes Werk: |
Enthalten in: The Arabian journal for science and engineering - Berlin : Springer, 2011, 39(2014), 6 vom: 29. März, Seite 4377-4389 |
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Übergeordnetes Werk: |
volume:39 ; year:2014 ; number:6 ; day:29 ; month:03 ; pages:4377-4389 |
Links: |
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DOI / URN: |
10.1007/s13369-014-1041-7 |
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Katalog-ID: |
SPR031817440 |
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520 | |a Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. | ||
650 | 4 | |a Flow structure |7 (dpeaa)DE-He213 | |
650 | 4 | |a Vortex basin |7 (dpeaa)DE-He213 | |
650 | 4 | |a Deflector |7 (dpeaa)DE-He213 | |
650 | 4 | |a Acoustic Doppler Velocity meter (ADV) |7 (dpeaa)DE-He213 | |
650 | 4 | |a Secondary currents |7 (dpeaa)DE-He213 | |
700 | 1 | |a Keshavarzi, A. |e verfasserin |4 aut | |
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10.1007/s13369-014-1041-7 doi (DE-627)SPR031817440 (SPR)s13369-014-1041-7-e DE-627 ger DE-627 rakwb eng 600 500 ASE 31.00 bkl Niknia, N. verfasserin aut 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 Keshavarzi, A. verfasserin aut Enthalten in The Arabian journal for science and engineering Berlin : Springer, 2011 39(2014), 6 vom: 29. März, Seite 4377-4389 (DE-627)588780731 (DE-600)2471504-9 2191-4281 nnns volume:39 year:2014 number:6 day:29 month:03 pages:4377-4389 https://dx.doi.org/10.1007/s13369-014-1041-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 31.00 ASE AR 39 2014 6 29 03 4377-4389 |
spelling |
10.1007/s13369-014-1041-7 doi (DE-627)SPR031817440 (SPR)s13369-014-1041-7-e DE-627 ger DE-627 rakwb eng 600 500 ASE 31.00 bkl Niknia, N. verfasserin aut 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 Keshavarzi, A. verfasserin aut Enthalten in The Arabian journal for science and engineering Berlin : Springer, 2011 39(2014), 6 vom: 29. März, Seite 4377-4389 (DE-627)588780731 (DE-600)2471504-9 2191-4281 nnns volume:39 year:2014 number:6 day:29 month:03 pages:4377-4389 https://dx.doi.org/10.1007/s13369-014-1041-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 31.00 ASE AR 39 2014 6 29 03 4377-4389 |
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10.1007/s13369-014-1041-7 doi (DE-627)SPR031817440 (SPR)s13369-014-1041-7-e DE-627 ger DE-627 rakwb eng 600 500 ASE 31.00 bkl Niknia, N. verfasserin aut 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 Keshavarzi, A. verfasserin aut Enthalten in The Arabian journal for science and engineering Berlin : Springer, 2011 39(2014), 6 vom: 29. März, Seite 4377-4389 (DE-627)588780731 (DE-600)2471504-9 2191-4281 nnns volume:39 year:2014 number:6 day:29 month:03 pages:4377-4389 https://dx.doi.org/10.1007/s13369-014-1041-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 31.00 ASE AR 39 2014 6 29 03 4377-4389 |
allfieldsGer |
10.1007/s13369-014-1041-7 doi (DE-627)SPR031817440 (SPR)s13369-014-1041-7-e DE-627 ger DE-627 rakwb eng 600 500 ASE 31.00 bkl Niknia, N. verfasserin aut 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 Keshavarzi, A. verfasserin aut Enthalten in The Arabian journal for science and engineering Berlin : Springer, 2011 39(2014), 6 vom: 29. März, Seite 4377-4389 (DE-627)588780731 (DE-600)2471504-9 2191-4281 nnns volume:39 year:2014 number:6 day:29 month:03 pages:4377-4389 https://dx.doi.org/10.1007/s13369-014-1041-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 31.00 ASE AR 39 2014 6 29 03 4377-4389 |
allfieldsSound |
10.1007/s13369-014-1041-7 doi (DE-627)SPR031817440 (SPR)s13369-014-1041-7-e DE-627 ger DE-627 rakwb eng 600 500 ASE 31.00 bkl Niknia, N. verfasserin aut 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 Keshavarzi, A. verfasserin aut Enthalten in The Arabian journal for science and engineering Berlin : Springer, 2011 39(2014), 6 vom: 29. März, Seite 4377-4389 (DE-627)588780731 (DE-600)2471504-9 2191-4281 nnns volume:39 year:2014 number:6 day:29 month:03 pages:4377-4389 https://dx.doi.org/10.1007/s13369-014-1041-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 31.00 ASE AR 39 2014 6 29 03 4377-4389 |
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The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. 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Niknia, N. |
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Niknia, N. ddc 600 bkl 31.00 misc Flow structure misc Vortex basin misc Deflector misc Acoustic Doppler Velocity meter (ADV) misc Secondary currents 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study |
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600 500 ASE 31.00 bkl 3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study Flow structure (dpeaa)DE-He213 Vortex basin (dpeaa)DE-He213 Deflector (dpeaa)DE-He213 Acoustic Doppler Velocity meter (ADV) (dpeaa)DE-He213 Secondary currents (dpeaa)DE-He213 |
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ddc 600 bkl 31.00 misc Flow structure misc Vortex basin misc Deflector misc Acoustic Doppler Velocity meter (ADV) misc Secondary currents |
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3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study |
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3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study |
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3d flow velocity pattern in a circular section within river reach: an experimental study |
title_auth |
3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study |
abstract |
Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. |
abstractGer |
Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. |
abstract_unstemmed |
Abstract Circular sections utilize vortex flow within the chamber to separate sediment particles from the river flow. The structure of flow inside the circular basins is complicated and fully three-dimensional. In this paper, three-dimensional flow velocity was measured to understand the flow structure and to distinguish secondary currents above and below a deflector which was installed inside the basin. Within the vortex extractor, the variation of sediment concentration is greatly affected by variation in the velocity components, in vertical, radial and tangential directions of flow inside the basin. The three-dimensional flow velocity was measured using an Acoustic Doppler Velocity meter. The velocity of flow was measured at 448 different nodal points, at eight different layers within the flow depth. Of these 448 nodal points, 336 nodal points were below the deflector and 112 nodal points were above it. The measurements were taken at eight different degrees. From this study, it was found that the tangential velocity under a deflector decreases, compared to the tangential velocity in a vortex basin without a deflector, and as a result the secondary currents under a deflector also decrease. Furthermore, as the secondary currents under a deflector decrease, these currents approach the central orifice. Secondary currents under a deflector are useful to impinge deposited sediment particles towards the flushing orifice. |
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container_issue |
6 |
title_short |
3D Flow Velocity Pattern in a Circular Section Within River Reach: An Experimental Study |
url |
https://dx.doi.org/10.1007/s13369-014-1041-7 |
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author2 |
Keshavarzi, A. |
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Keshavarzi, A. |
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doi_str |
10.1007/s13369-014-1041-7 |
up_date |
2024-07-04T01:22:29.775Z |
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score |
7.4020147 |