Calculation of bed load based on the measured data of suspended load
Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Tsai, Chang-Tai [verfasserIn] Tsai, Chih-Heng [verfasserIn] Weng, Chun-Hung [verfasserIn] Bair, Jinn-Jong [verfasserIn] Chen, Ching-Nuo [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2010 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Paddy and water environment - Berlin : Springer, 2003, 8(2010), 4 vom: 12. Sept., Seite 371-384 |
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| Übergeordnetes Werk: |
volume:8 ; year:2010 ; number:4 ; day:12 ; month:09 ; pages:371-384 |
| Links: |
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| DOI / URN: |
10.1007/s10333-010-0216-4 |
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| Katalog-ID: |
SPR009472126 |
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| 245 | 1 | 0 | |a Calculation of bed load based on the measured data of suspended load |
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| 520 | |a Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. | ||
| 650 | 4 | |a Suspended load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bed load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bed-material load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Velocity profile |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Concentration profile |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Tsai, Chih-Heng |e verfasserin |4 aut | |
| 700 | 1 | |a Weng, Chun-Hung |e verfasserin |4 aut | |
| 700 | 1 | |a Bair, Jinn-Jong |e verfasserin |4 aut | |
| 700 | 1 | |a Chen, Ching-Nuo |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Paddy and water environment |d Berlin : Springer, 2003 |g 8(2010), 4 vom: 12. Sept., Seite 371-384 |w (DE-627)363745564 |w (DE-600)2104594-X |x 1611-2504 |7 nnns |
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10.1007/s10333-010-0216-4 doi (DE-627)SPR009472126 (SPR)s10333-010-0216-4-e DE-627 ger DE-627 rakwb eng 690 ASE 48.34 bkl Tsai, Chang-Tai verfasserin aut Calculation of bed load based on the measured data of suspended load 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 Tsai, Chih-Heng verfasserin aut Weng, Chun-Hung verfasserin aut Bair, Jinn-Jong verfasserin aut Chen, Ching-Nuo verfasserin aut Enthalten in Paddy and water environment Berlin : Springer, 2003 8(2010), 4 vom: 12. Sept., Seite 371-384 (DE-627)363745564 (DE-600)2104594-X 1611-2504 nnns volume:8 year:2010 number:4 day:12 month:09 pages:371-384 https://dx.doi.org/10.1007/s10333-010-0216-4 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-FOR SSG-OPC-ASE 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_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_2190 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 48.34 ASE AR 8 2010 4 12 09 371-384 |
| spelling |
10.1007/s10333-010-0216-4 doi (DE-627)SPR009472126 (SPR)s10333-010-0216-4-e DE-627 ger DE-627 rakwb eng 690 ASE 48.34 bkl Tsai, Chang-Tai verfasserin aut Calculation of bed load based on the measured data of suspended load 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 Tsai, Chih-Heng verfasserin aut Weng, Chun-Hung verfasserin aut Bair, Jinn-Jong verfasserin aut Chen, Ching-Nuo verfasserin aut Enthalten in Paddy and water environment Berlin : Springer, 2003 8(2010), 4 vom: 12. Sept., Seite 371-384 (DE-627)363745564 (DE-600)2104594-X 1611-2504 nnns volume:8 year:2010 number:4 day:12 month:09 pages:371-384 https://dx.doi.org/10.1007/s10333-010-0216-4 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-FOR SSG-OPC-ASE 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_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_2190 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 48.34 ASE AR 8 2010 4 12 09 371-384 |
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10.1007/s10333-010-0216-4 doi (DE-627)SPR009472126 (SPR)s10333-010-0216-4-e DE-627 ger DE-627 rakwb eng 690 ASE 48.34 bkl Tsai, Chang-Tai verfasserin aut Calculation of bed load based on the measured data of suspended load 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 Tsai, Chih-Heng verfasserin aut Weng, Chun-Hung verfasserin aut Bair, Jinn-Jong verfasserin aut Chen, Ching-Nuo verfasserin aut Enthalten in Paddy and water environment Berlin : Springer, 2003 8(2010), 4 vom: 12. Sept., Seite 371-384 (DE-627)363745564 (DE-600)2104594-X 1611-2504 nnns volume:8 year:2010 number:4 day:12 month:09 pages:371-384 https://dx.doi.org/10.1007/s10333-010-0216-4 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-FOR SSG-OPC-ASE 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_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_2190 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 48.34 ASE AR 8 2010 4 12 09 371-384 |
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10.1007/s10333-010-0216-4 doi (DE-627)SPR009472126 (SPR)s10333-010-0216-4-e DE-627 ger DE-627 rakwb eng 690 ASE 48.34 bkl Tsai, Chang-Tai verfasserin aut Calculation of bed load based on the measured data of suspended load 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 Tsai, Chih-Heng verfasserin aut Weng, Chun-Hung verfasserin aut Bair, Jinn-Jong verfasserin aut Chen, Ching-Nuo verfasserin aut Enthalten in Paddy and water environment Berlin : Springer, 2003 8(2010), 4 vom: 12. Sept., Seite 371-384 (DE-627)363745564 (DE-600)2104594-X 1611-2504 nnns volume:8 year:2010 number:4 day:12 month:09 pages:371-384 https://dx.doi.org/10.1007/s10333-010-0216-4 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-FOR SSG-OPC-ASE 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_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_2190 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 48.34 ASE AR 8 2010 4 12 09 371-384 |
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10.1007/s10333-010-0216-4 doi (DE-627)SPR009472126 (SPR)s10333-010-0216-4-e DE-627 ger DE-627 rakwb eng 690 ASE 48.34 bkl Tsai, Chang-Tai verfasserin aut Calculation of bed load based on the measured data of suspended load 2010 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 Tsai, Chih-Heng verfasserin aut Weng, Chun-Hung verfasserin aut Bair, Jinn-Jong verfasserin aut Chen, Ching-Nuo verfasserin aut Enthalten in Paddy and water environment Berlin : Springer, 2003 8(2010), 4 vom: 12. Sept., Seite 371-384 (DE-627)363745564 (DE-600)2104594-X 1611-2504 nnns volume:8 year:2010 number:4 day:12 month:09 pages:371-384 https://dx.doi.org/10.1007/s10333-010-0216-4 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-FOR SSG-OPC-ASE 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_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_2190 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 48.34 ASE AR 8 2010 4 12 09 371-384 |
| language |
English |
| source |
Enthalten in Paddy and water environment 8(2010), 4 vom: 12. Sept., Seite 371-384 volume:8 year:2010 number:4 day:12 month:09 pages:371-384 |
| sourceStr |
Enthalten in Paddy and water environment 8(2010), 4 vom: 12. Sept., Seite 371-384 volume:8 year:2010 number:4 day:12 month:09 pages:371-384 |
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Article |
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findex.gbv.de |
| topic_facet |
Suspended load Bed load Bed-material load Velocity profile Concentration profile |
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690 |
| isfreeaccess_bool |
true |
| container_title |
Paddy and water environment |
| authorswithroles_txt_mv |
Tsai, Chang-Tai @@aut@@ Tsai, Chih-Heng @@aut@@ Weng, Chun-Hung @@aut@@ Bair, Jinn-Jong @@aut@@ Chen, Ching-Nuo @@aut@@ |
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2010-09-12T00:00:00Z |
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363745564 |
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3690 |
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SPR009472126 |
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englisch |
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Tsai, Chang-Tai |
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Tsai, Chang-Tai ddc 690 bkl 48.34 misc Suspended load misc Bed load misc Bed-material load misc Velocity profile misc Concentration profile Calculation of bed load based on the measured data of suspended load |
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690 ASE 48.34 bkl Calculation of bed load based on the measured data of suspended load Suspended load (dpeaa)DE-He213 Bed load (dpeaa)DE-He213 Bed-material load (dpeaa)DE-He213 Velocity profile (dpeaa)DE-He213 Concentration profile (dpeaa)DE-He213 |
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ddc 690 bkl 48.34 misc Suspended load misc Bed load misc Bed-material load misc Velocity profile misc Concentration profile |
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ddc 690 bkl 48.34 misc Suspended load misc Bed load misc Bed-material load misc Velocity profile misc Concentration profile |
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ddc 690 bkl 48.34 misc Suspended load misc Bed load misc Bed-material load misc Velocity profile misc Concentration profile |
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Calculation of bed load based on the measured data of suspended load |
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Calculation of bed load based on the measured data of suspended load |
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Paddy and water environment |
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Tsai, Chang-Tai Tsai, Chih-Heng Weng, Chun-Hung Bair, Jinn-Jong Chen, Ching-Nuo |
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calculation of bed load based on the measured data of suspended load |
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Calculation of bed load based on the measured data of suspended load |
| abstract |
Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. |
| abstractGer |
Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. |
| abstract_unstemmed |
Abstract This paper proposes a method for establishing both the velocity profile and concentration profile for suspended sediment based on measured data consisting of average velocity and average suspended sediment concentration in the river and the irrigation channel. In addition, a numerical model for computing suspended load and bed load was also developed for computing bed load transport rate when measurable load is available. In this study, bed loads for published laboratory and field sediment data were computed using the presently developed numerical model based on four different bed layer thicknesses. The computed bed loads were found to be in reasonable agreement with the values from Einstein’s bed load function when the thickness of the bed layer was taken at 10θd or 0.05D. The numerical model developed in this study may be used to evaluate the validities of other bed load formulas. |
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| title_short |
Calculation of bed load based on the measured data of suspended load |
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https://dx.doi.org/10.1007/s10333-010-0216-4 |
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| author2 |
Tsai, Chih-Heng Weng, Chun-Hung Bair, Jinn-Jong Chen, Ching-Nuo |
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Tsai, Chih-Heng Weng, Chun-Hung Bair, Jinn-Jong Chen, Ching-Nuo |
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| doi_str |
10.1007/s10333-010-0216-4 |
| up_date |
2024-07-04T02:12:21.805Z |
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|
| score |
7.400712 |