首页> 外文期刊>Journal of Hydrology >Development and testing of a simple physically-based distributed rainfall-runoff model for storm runoff simulation in humid forested basins
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Development and testing of a simple physically-based distributed rainfall-runoff model for storm runoff simulation in humid forested basins

机译:基于简单的基于物理的分布式降雨-径流模型的开发和测试,用于模拟湿润森林盆地的暴雨径流

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A distributed rainfall-runoff model was developed to predict storm runoff from humid forested catchments. The model. is physically based and takes into account the saturation excess overland flow mechanism and preferential subsurface flow. The watershed is discretized into a number of square grids, which then are classified into overland flow and channel flow elements based on water flow properties. On the overland elements, Infiltration, overland flow and lateral subsurface flow are estimated, while on channel flow elements river flow routing is performed. Lateral subsurface flow is calculated using Darcy's law and the continuity equation, whereas overland flow and channel flow are modeled using a one dimensional kinematic wave approximation to the St. Venant equations. The model governing equations are solved by an implicit finite difference scheme. While using process-based equations and physically meaningful parameters, the model. still maintains a relatively simple structure. Most of the model. parameters can be derived from digital elevation models (DEMs), digital soil and land use data, and the remainder of the parameters that are comparatively sensitive can be determined by model calibration. The model is tested using nine storm events in the Jiaokou watershed, a sub-basin of Yongjiang River in Zhejiang Province, China. Of these storms, one storm is used for calibrating the model parameters and the remaining eight storms are used to verify the model. When judged by the model, efficiency coefficient (R-2), volume conversation index (VCI), absolute error of the time to peak (Delta T), and relative error of the peak flow rate (delta P-max), acceptable results are achieved. Sensitivity analysis shows that the model is sensitive to saturated hydraulic conductivity (Ks), Manning's roughness coefficients (n) and the initial soil moisture content. (c) 2007 Elsevier B.V. All rights reserved.
机译:建立了分布式降雨-径流模型来预测潮湿的森林集水区的暴雨径流。该模型。是基于物理的,并考虑了饱和的过度陆上流动机制和优先的地下流动。流域被离散为多个正方形网格,然后根据水流特性将其分为陆上流要素和河道流要素。在陆上要素上,估算了入渗,陆上流量和侧向地下流量,而在河道上,估算了河流流量。横向地下流量是使用达西定律和连续性方程计算的,而陆上流量和河道流量是使用对圣维南方程的一维运动波近似建模的。通过隐式有限差分方案求解模型控制方程。在使用基于过程的方程式和物理上有意义的参数的同时,建立模型。仍然保持相对简单的结构。大部分模型。这些参数可以从数字高程模型(DEM),数字土壤和土地利用数据中得出,其余比较敏感的参数可以通过模型校准来确定。该模型在中国浙江省Yong江子流域交口流域的九次暴风雨事件中进行了测试。在这些风暴中,一个风暴用于校准模型参数,其余八个风暴用于验证模型。当通过模型判断时,效率系数(R-2),体积转化指数(VCI),峰到达时间的绝对误差(Delta T)和峰流速的相对误差(delta P-max),可以接受的结果实现。敏感性分析表明,该模型对饱和导水率(Ks),曼宁粗糙度系数(n)和初始土壤水分含量敏感。 (c)2007 Elsevier B.V.保留所有权利。

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