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Non-equilibrium transport of non-uniform suspended load

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Non-equilibrium transport of non-uniform suspended load/ by Qiwei Han, Mingmin He.
作者:	Han, Qiwei.
其他作者:	He, Mingmin.
出版者:	Singapore :Springer Nature Singapore : : 2024.,
面頁冊數:	xvii, 673 p. :ill., digital ; : 24 cm.;
Contained By:	Springer Nature eBook
標題:	Sediment transport. -
電子資源:	https://doi.org/10.1007/978-981-97-1123-9
ISBN:	9789819711239

Non-equilibrium transport of non-uniform suspended load
Han, Qiwei.

Non-equilibrium transport of non-uniform suspended load[electronic resource] /by Qiwei Han, Mingmin He. - Singapore :Springer Nature Singapore :2024. - xvii, 673 p. :ill., digital ;24 cm. - Hydroscience and engineering,2730-9010. - Hydroscience and engineering..

1. Introduction -- 2. Statistical Characteristics of Sediment Exchange on Bed Surface -- 3. Diffusion Equation and Boundary Conditions for Non-Uniform Suspended Load -- 4. Carrying-Sediment Capacity for Non-Uniform Sediment -- 5. One-Dimensional Non-Equilibrium Sediment Transport -- 6. Saturation Recovery Coefficient -- 7. Size Distribution for Carrying-Sediment Capacity and Effective Bed Material Gradation -- 8. Numerical Results for Vertical Two-Dimensional Sediment Diffusion Equation and Approximate Vertical Distribution of Concentration in Non-Equilibrium Condition -- 9. Bed Material Coarsening -- 10. Exchange between Coarse and Fine Sediments and Comparison between Bed Material Load and Wash Load -- 11. Multi-Valued Nature of Carrying-Sediment Capacity -- 12.Appendix-Statistic Theory of Sediment Movement.

The book is based on stochastic theory of sediment motion, particularly the theory of transition intensities. It provides a complete theory and equation system of non-equilibrium transport of non-uniform suspended load. The content proposed theory reports, for the first time in literature, the general boundary condition of diffusion equations of non-equilibrium transport with transition intensities. The book also introduces the theoretical expressions of size distribution of the carrying sediment capacity, efficient bed material grade, and saturation recovery coefficient. This book describes the application of non-equilibrium transport theory and provides solutions to some long-standing unsolved controversial problems related to sediment transport. It establishes a generic mathematic model of reservoir sedimentation and river channel evolution; illustrates the same transport regulars of wash load and bed material load; demonstrates the multi-valued nature of carrying-sediment capacity and its single-valued consideration; and describes the mechanism of bed material coarsening. This book is of interest to a wide audience including students, technicians, and academics, primarily working in the field of river hydra-dynamics. In addition, this book receives attention from the research community working in fields, such as hydrogeology, hydraulic engineering, river navigation, wastewater treatment, and environmental protection.

ISBN: 9789819711239

Standard No.: 10.1007/978-981-97-1123-9doiSubjects--Topical Terms:

565600
Sediment transport.

LC Class. No.: TC175.2

Dewey Class. No.: 627.122

Non-equilibrium transport of non-uniform suspended load
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505 0 $a 1. Introduction -- 2. Statistical Characteristics of Sediment Exchange on Bed Surface -- 3. Diffusion Equation and Boundary Conditions for Non-Uniform Suspended Load -- 4. Carrying-Sediment Capacity for Non-Uniform Sediment -- 5. One-Dimensional Non-Equilibrium Sediment Transport -- 6. Saturation Recovery Coefficient -- 7. Size Distribution for Carrying-Sediment Capacity and Effective Bed Material Gradation -- 8. Numerical Results for Vertical Two-Dimensional Sediment Diffusion Equation and Approximate Vertical Distribution of Concentration in Non-Equilibrium Condition -- 9. Bed Material Coarsening -- 10. Exchange between Coarse and Fine Sediments and Comparison between Bed Material Load and Wash Load -- 11. Multi-Valued Nature of Carrying-Sediment Capacity -- 12.Appendix-Statistic Theory of Sediment Movement.
520 $a The book is based on stochastic theory of sediment motion, particularly the theory of transition intensities. It provides a complete theory and equation system of non-equilibrium transport of non-uniform suspended load. The content proposed theory reports, for the first time in literature, the general boundary condition of diffusion equations of non-equilibrium transport with transition intensities. The book also introduces the theoretical expressions of size distribution of the carrying sediment capacity, efficient bed material grade, and saturation recovery coefficient. This book describes the application of non-equilibrium transport theory and provides solutions to some long-standing unsolved controversial problems related to sediment transport. It establishes a generic mathematic model of reservoir sedimentation and river channel evolution; illustrates the same transport regulars of wash load and bed material load; demonstrates the multi-valued nature of carrying-sediment capacity and its single-valued consideration; and describes the mechanism of bed material coarsening. This book is of interest to a wide audience including students, technicians, and academics, primarily working in the field of river hydra-dynamics. In addition, this book receives attention from the research community working in fields, such as hydrogeology, hydraulic engineering, river navigation, wastewater treatment, and environmental protection.
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