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Process-based distributed modeling approach for analysis of sediment dynamics in a river basin

机译:基于过程的分布式建模方法在流域泥沙动力学分析中的应用

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Modeling of sediment dynamics for developing best management practices ofreducing soil erosion and of sediment control has become essential forsustainable management of watersheds. Precise estimation of sedimentdynamics is very important since soils are a major component of enormousenvironmental processes and sediment transport controls lake and riverpollution extensively. Different hydrological processes govern sedimentdynamics in a river basin, which are highly variable in spatial and temporalscales. This paper presents a process-based distributed modeling approachfor analysis of sediment dynamics at river basin scale by integratingsediment processes (soil erosion, sediment transport and deposition) with anexisting process-based distributed hydrological model. In this modelingapproach, the watershed is divided into an array of homogeneous grids tocapture the catchment spatial heterogeneity. Hillslope and river sedimentdynamic processes have been modeled separately and linked to each otherconsistently. Water flow and sediment transport at different land grids andriver nodes are modeled using one dimensional kinematic wave approximationof Saint-Venant equations. The mechanics of sediment dynamics are integratedinto the model using representative physical equations after a comprehensivereview. The model has been tested on river basins in two different hydroclimatic areas, the Abukuma River Basin, Japan and Latrobe River Basin,Australia. Sediment transport and deposition are modeled using Goverstransport capacity equation. All spatial datasets, such as, DigitalElevation Model (DEM), land use and soil classification data, etc., havebeen prepared using raster "Geographic Information System (GIS)" tools.The results of relevant statistical checks (Nash-Sutcliffe efficiency andR–squared value) indicate that the model simulates basin hydrology and itsassociated sediment dynamics reasonably well. This paper presents the modelincluding descriptions of the various components and the results of itsapplication on two case study areas.
机译:为了开发减少土壤侵蚀和控制泥沙的最佳管理方法,对泥沙动力学进行建模已经成为流域可持续管理的必要条件。精确估算泥沙动力学非常重要,因为土壤是巨大的环境过程的主要组成部分,泥沙输送可以广泛地控制湖泊和河流的污染。流域内不同的水文过程控制着沉积动力学,而这些沉积动力学在时空尺度上变化很大。本文提出了一种基于过程的分布式建模方法,通过将沉积过程(土壤侵蚀,沉积物迁移和沉积)与现有的基于过程的分布式水文模型相结合,来分析流域的沉积物动力学。在这种建模方法中,将分水岭划分为一系列均匀网格,以捕获流域的空间异质性。山坡和河流泥沙动力学过程已分别建模,并且相互关联。利用Saint-Venant方程的一维运动波逼近,对不同陆地网格的水流和泥沙输送进行了建模。经过全面审查后,使用代表性的物理方程将沉积物动力学机理整合到模型中。该模型已在两个不同水文气候区的流域上进行了测试,这两个流域是日本的阿布库马河流域和澳大利亚的拉特罗布河流域。使用Goverstransport容量方程对沉积物的迁移和沉积进行建模。所有的空间数据集,例如数字高程模型(DEM),土地利用和土壤分类数据等,都已使用栅格“地理信息系统(GIS)”工具进行了准备。相关统计检查的结果(纳什·苏特克利夫效率和i> R 的平方值)表明该模型较好地模拟了流域水文及其相关的泥沙动力学。本文介绍了该模型,包括对各个组成部分的描述及其在两个案例研究领域中的应用结果。

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