One Dimensional Sediment Transport Model to Simulate Rill Erosion Processes PDF Download
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Author: JohnThomas James Sanford
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 258
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Book Description
Author: JohnThomas James Sanford
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 258
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Book Description
Author: Shiyan Zhang
Publisher:
ISBN:
Category :
Languages : en
Pages : 380
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Book Description
Numerical model for simulating sediment transport in unsteady flow is incomplete in several aspects: first of all, the numerical schemes have been proved suitable for the simulation of flow over rigid bed needs to be reevaluated for unsteady flow over mobile bed; secondly, existing non-equilibrium sediment transport models are empirically developed and therefore lack of consistency regarding the evaluation of the non-equilibrium parameters; thirdly, the sediment transport in various applications have unique features which needs to be considered in the models. Sediment transport in unsteady flows was studied using analytical and numerical methods. A one dimensional (1D) finite volume method (FVM) model was developed. Five popular numerical schemes were implemented into the model and their performances were evaluated under highly unsteady flow condition. A novel physically-based non-equilibrium sediment transport model was established to describe the non-equilibrium sediment transport process. Infiltration effects on flow and sediment transport was included to make the model applicable to simulate irrigation induced soil erosion in furrows. The Laursen (1958) formula was adopted and modified to calculate the erodibility of fine-grain sized soil, and then verified by laboratory and field datasets. The numerical model was applied to a series of simulations of sediment transport in highly unsteady flow including the dam break erosional flow, flash flood in natural rivers and irrigation flows and proved to be applicable in various applications. The first order schemes were able to produce smooth and reasonably accurate results, and spurious oscillations were observed in the simulated results produced by second order schemes. The proposed non-equilibrium sediment transport model yielded better results than several other models in the literatures. The modified Laursen (1958) formula adopted was applicable in calculating the erodibility of the soil in irrigation. Additionally, it was indicated that the effect of the jet erosion and the structural failure of the discontinuous bed topography cannot be properly accounted for due to the limitation of 1D model. The comparison between the simulated and measured sediment discharge hydrographs indicated a potential process associated to the transport of the fine-grain sized soil in the irrigation furrows.
Author: Mohamed Meddi
Publisher: MDPI
ISBN: 3039214314
Category : Technology & Engineering
Languages : en
Pages : 212
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Book Description
Climate and anthropogenic changes impact the conditions of erosion and sediment transport in rivers. Rainfall variability and, in many places, the increase of rainfall intensity have a direct impact on rainfall erosivity. Increasing changes in demography have led to the acceleration of land cover changes in natural areas, as well as in cultivated areas, and, sometimes, in degraded areas and desertified landscapes. These anthropogenized landscapes are more sensitive to erosion. On the other hand, the increase in the number of dams in watersheds traps a great portion of sediment fluxes, which do not reach the sea in the same amount, nor at the same quality, with consequences on coastal geomorphodynamics. This book is dedicated to studies on sediment fluxes from continental areas to coastal areas, as well as observation, modeling, and impact analysis at different scales from watershed slopes to the outputs of large river basins. This book is concentrated on a number of keywords: “erosion” and “sediment transport”, “model” and “practice”, and “change”. The keywords are briefly discussed with respect to the relevant literature. The contributions in this book address observations and models based on laboratory and field data, allowing researchers to make use of such resources in practice under changing conditions.
Author: Wolfgang Summer
Publisher: IAHS Press
ISBN: 9781901502503
Category : Sediment transport
Languages : en
Pages : 468
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Book Description
Author: Qianru Lin
Publisher:
ISBN:
Category :
Languages : en
Pages : 184
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Book Description
Abstract: Fine-grained, cohesive sediments, widely existing in rivers, lakes, reservoirs, estuaries, etc., not only harmfully influence environment and ecosystems, but also cause problems to many types of structures, e.g., siltation in harbor entrance channels, docks and reservoirs. It has been recognized that when the fraction of fine-grained sediments is larger than about 10%, sediment mixtures consisting of cohesive and non-cohesive particles may exhibit cohesive properties, which gives a result that transport that transport processes of such mixtures are more complicated than those of coarse grained, non cohesive sediments. In an effort to understand and quantitatively predict the transport of sediment mixtures with cohesive and non-cohesive particles, a one-dimensional cohesive sediment transport model has been developed and integrated with the existing CCHE1D non-cohesive sediment transport model into a new sediment transport module, which calculates the concentrations of both cohesive and non-cohesive sediments using the same solver. Thereafter, the new sediment transport module has been incorporated with the hydrodynamic model into a newly enhanced CCHE1D model framework. A detailed mathematical description, numerical discretization, and solutions of the governing equations of the new sediment transport model are presented in this thesis. The cohesive sediment transport model simulates the deposition and erosion of cohesive sediments considering the effects of flocculation and consolidation. It relates the flocculation to the sediment size, sediment concentration, salinity, and turbulence intensity, and represents the consolidation of cohesive bed material through the temporal variation of dry bed density. The new sediment transport model takes into account the interactions between cohesive and non-cohesive sediments exceeds certain limits. The developed cohesive sediment transport model has been validated using two single-sized cohesive transport experiments conducted by Hayter (1983) and Dixit ((1982). The entire integrated sediment transport model has been tested by three real-world cases: the lower Fox River in Wisconsin, U.S., the Three Gorges Reservoir in China, and the Danjiangkou Reservoir in China. The model shows a good agreement between simulated results and measured data. After having been validated by a variety of laboratory and field cases, the new model can be applied to studies of real-world problems related to cohesive and non-cohesive sediments, with high efficiency and reliability.
Author: Rorke Bryan
Publisher: Destedt, West Germany : Catena Verlag
ISBN:
Category : Slopes (Soil mechanics)
Languages : en
Pages : 232
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Book Description
Surface seal development in relation to rainstorm intensity. Experimental study and modelling of soil surface crusting processes. Fabric analysis of surface crusts developed under simulated rainfall on loess soils, China. Temporal variations in soil erodibility. Modelling erosion by rain-impacted flow. Solute transport and wind action in relation to overlanc flow and water erosion. Initiation of motion of gravels in concentrated overland flow: cohesive forces and probability of entrainment. Inception of sediment transport in shallow overland flow. Knickpoint evolution in rillwash. A one-dimensional model for rill inter-rill interactions. Threshold conditions for thalweg gulliyng with special reference to loess areas. Interpreting the role of soil strenght in erosion processes. Grain size catenas and hillslope evolution. Quantification of soil redistribution in cultivated fields, using Caesium-137, outlook, Saskatchewan. The catastrophic nature of seepage scald formation in southeastern Australia.
Author: Saeid Eslamian
Publisher: CRC Press
ISBN: 9781466552418
Category : Science
Languages : en
Pages : 0
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Book Description
While most books only examine the classical aspects of hydrology, the three-volume set covers multiple aspects of hydrology, and includes contributions from experts from more than 30 countries. It examines new approaches, addresses growing concerns about hydrological and ecological connectivity, and considers the worldwide impact of climate change. It also provides updated material on hydrological science and engineering, discussing recent developments as well as classic approaches. Published in three books, Fundamentals and Applications; Modeling, Climate Change, and Variability; and Environmental Hydrology and Water Management, the entire set consists of 87 chapters, and contains 29 chapters in each book. The chapters in this book contain information on: Long-term generation of scheduling of hydro plants, check dam selection procedures in rainwater harvesting, and stochastic reservoir analysis Ecohydrology for engineering harmony in the changing world, concepts, and plant water use Conjunctive use of groundwater and surface water Hydrologic and hydraulic design in green infrastructure Data processing in hydrology, optimum hydrometric site selection and quality control, and homogenization of climatological series Cold region hydrology, evapotranspiration, and water consumption Modern flood prediction and warning systems, and satellite-based systems for flood monitoring and warning Catchment water yield estimation, hydrograph analysis and base flow separation, and low flow hydrology Sustainability in urban water systems and urban hydrology Students, practitioners, policy makers, consultants and researchers can benefit from the use of this text.
Author: Regan Patrick McDonald
Publisher:
ISBN:
Category :
Languages : en
Pages : 322
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Book Description
Author: K. Malcolm Leytham
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 380
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Book Description
Author: Vlassios Hrissanthou
Publisher:
ISBN: 9783039430024
Category :
Languages : en
Pages : 298
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Book Description
The Special Issue entitled "Modeling of Soil Erosion and Sediment Transport" focuses on the mathematical modeling of soil erosion caused by rainfall and runoff at a basin scale, as well as on the sediment transport in the streams of the basin. In concrete terms, the quantification of these phenomena by means of mathematical modeling and field measurements has been studied. The following mathematical models (software) were used, amongst others: AnnAGNPS, SWAT, SWAT-Twn, TUSLE, WRF-Hydro-Sed, CORINE, LCM-MUSLE, EROSION-3D, HEC-RAS, SRC, WA-ANN. The Special Issue contains 14 articles that can be classified into the following five categories: Category A: "Soil erosion and sediment transport modeling in basins"; Category B: "Inclusion of soil erosion control measures in soil erosion models"; Category C: "Soil erosion and sediment transport modeling in view of reservoir sedimentation"; Category D: "Field measurements of gully erosion"; Category E: "Stream sediment transport modeling". Most studies presented in the Special Issue were applied to different basins in Europe, America, and Asia, and are the result of the cooperation between universities and/or research centers in different countries and continents, which constitutes an optimistic fact for the international scientific communication.
