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基于显式有限体积法的一维河网模型
引用本文:向小华,吴晓玲,牛帅,杜世鹏.基于显式有限体积法的一维河网模型[J].水利水电科技进展,2015,35(4):6-9.
作者姓名:向小华  吴晓玲  牛帅  杜世鹏
作者单位:武汉大学水资源与水电工程科学国家重点实验室;河海大学水文水资源学院,河海大学水文水资源学院,南京水利科学研究院水文水资源研究所,浙江省水利水电勘测设计院
基金项目:武汉大学水资源与水电工程科学国家重点实验室开放基金(2013B105);国家自然科学基金(41201030)
摘    要:采用显式通量差分裂格式离散圣维南方程组,通过特征线方式处理边界;在局部离散中引入跨临界流熵修正和TVD限制器,以提高模型精度并保证模拟稳定性,最终构建了基于显式有限体积法的一维河网水流模型。经典算例验证表明,所建立的模型能够处理具有激波的跨临界等复杂流态;模型应用于长江南京八卦洲河段,水位和流量的验证表明该模型能够应用于实际的河网,并具有较高的精度,为显式离散方法应用于河网模型提供了一种思路。

关 键 词:一维河网模型  有限体积法  显式离散  通量差分裂  圣维南方程组

Construction of one dimensional river network model based on explicit finite volume method
XIANG Xiaohu,WU Xiaoling,NIU Shuai and DU Shipeng.Construction of one dimensional river network model based on explicit finite volume method[J].Advances in Science and Technology of Water Resources,2015,35(4):6-9.
Authors:XIANG Xiaohu  WU Xiaoling  NIU Shuai and DU Shipeng
Institution:State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University;College of Hydrology and Water Resources, Hohai University,College of Hydrology and Water Resources, Hohai University,Hydrology and Water Resources Department of Nanjing Hydraulic Research Institute and Zhejiang Design Institute of Water Conservancy and Hydro-Electric Power
Abstract:A one-dimensional river network model was constructed by discretization of Saint-Venant equations with explicit flux-ifference splitting scheme and dealing border with characteristic line method. Meanwhile, the modeling accuracy and stability are enhanced with the application of entropy correction and total variation diminishing(TVD) limiter to local discretion. In a classical numerical example, the model shows its ability in capturing complex flow conditions like trans-critical flow with shock waves. Being applied in the Baguazhou section of the Yangtze River, the model shows its performance in terms of water level and flux with higher accuracy, which is suitable for the real river network. To sum up, the model discretion introduces a new idea about explicit discretion into river network model.
Keywords:one-dimensional river network model  finite volume method  explicit discretion  flux difference split  Saint Venant equations
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