The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow
Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also prese...
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1996 |
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| Umfang: |
7 |
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| Reproduktion: |
Springer Online Journal Archives 1860-2002 |
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| Übergeordnetes Werk: |
in: Acta mechanica Sinica - 1985, 12(1996) vom: Jan., Seite 85-91 |
| Übergeordnetes Werk: |
volume:12 ; year:1996 ; month:01 ; pages:85-91 ; extent:7 |
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| 520 | |a Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. | ||
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(DE-627)NLEJ206672667 DE-627 ger DE-627 rakwb eng The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow 1996 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. Springer Online Journal Archives 1860-2002 Hongwei, Fang oth in Acta mechanica Sinica 1985 12(1996) vom: Jan., Seite 85-91 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:12 year:1996 month:01 pages:85-91 extent:7 http://dx.doi.org/10.1007/BF02486765 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 12 1996 1 85-91 7 |
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(DE-627)NLEJ206672667 DE-627 ger DE-627 rakwb eng The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow 1996 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. Springer Online Journal Archives 1860-2002 Hongwei, Fang oth in Acta mechanica Sinica 1985 12(1996) vom: Jan., Seite 85-91 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:12 year:1996 month:01 pages:85-91 extent:7 http://dx.doi.org/10.1007/BF02486765 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 12 1996 1 85-91 7 |
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(DE-627)NLEJ206672667 DE-627 ger DE-627 rakwb eng The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow 1996 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. Springer Online Journal Archives 1860-2002 Hongwei, Fang oth in Acta mechanica Sinica 1985 12(1996) vom: Jan., Seite 85-91 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:12 year:1996 month:01 pages:85-91 extent:7 http://dx.doi.org/10.1007/BF02486765 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 12 1996 1 85-91 7 |
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(DE-627)NLEJ206672667 DE-627 ger DE-627 rakwb eng The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow 1996 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. Springer Online Journal Archives 1860-2002 Hongwei, Fang oth in Acta mechanica Sinica 1985 12(1996) vom: Jan., Seite 85-91 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:12 year:1996 month:01 pages:85-91 extent:7 http://dx.doi.org/10.1007/BF02486765 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 12 1996 1 85-91 7 |
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(DE-627)NLEJ206672667 DE-627 ger DE-627 rakwb eng The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow 1996 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. Springer Online Journal Archives 1860-2002 Hongwei, Fang oth in Acta mechanica Sinica 1985 12(1996) vom: Jan., Seite 85-91 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:12 year:1996 month:01 pages:85-91 extent:7 http://dx.doi.org/10.1007/BF02486765 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 12 1996 1 85-91 7 |
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the study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow |
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The study on three-dimensional mathematical model of river bed erosion for water-sediment two-phase flow |
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Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. |
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Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. |
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Abstract Based on the tensor analysis of water-sediment two-phase flow, the basic model equations for clear water flow and sediment-laden flow are deduced in the general curve coordinates for natural water variable-density turbulent flow. Furthermore, corresponding boundary conditions are also presented in connection with the composition and movement of non-uniform bed material. The theoretical results are applied to the calculation of the float open caisson in the construction period and good results are obtained. |
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