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A comprehensive text on the fundamentals of modeling flow and sediment transport in rivers, this book covers the physical principles and numerical methods for various degrees of complexity. It includes 1-D, 2-D, and 3-D models, as well as the integration and coupling of these models, along with a broad selection of numerical methods for open-channel flows. The book discusses sediment transport modeling approaches, sediment transport theory, and non-uniform sediment transport formulae. With worked examples that illustrate various conditions, the books presents the complete picture of physical…mehr

Produktbeschreibung
A comprehensive text on the fundamentals of modeling flow and sediment transport in rivers, this book covers the physical principles and numerical methods for various degrees of complexity. It includes 1-D, 2-D, and 3-D models, as well as the integration and coupling of these models, along with a broad selection of numerical methods for open-channel flows. The book discusses sediment transport modeling approaches, sediment transport theory, and non-uniform sediment transport formulae. With worked examples that illustrate various conditions, the books presents the complete picture of physical principles and numerical methods used in computational river dynamics.

Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in A, B, BG, CY, CZ, D, DK, EW, E, FIN, F, GR, HR, H, IRL, I, LT, L, LR, M, NL, PL, P, R, S, SLO, SK ausgeliefert werden.

Autorenporträt
Weiming Wu has more than twenty years of experience with 1D-, 2D-, and 3D-numerical modeling of turbulent flow, sediment transport, and pollutant transport in surface water systems. He participated in the study of the navigation and sediment problems of the Three Gorges Project in the Yangtze River. He is one of the developers of the FAST3D model, used to simulate sedimentation processes, and the main developer of the CCHE1D model, a channel-network model that is integrated with landscape and watershed models. He has also developed the FVM-based CCHE2D model, a depth-averaged 2D model for unsteady flow and non-uniform sediment transport in open channels.