院报 ›› 2018, Vol. 35 ›› Issue (5): 153-156.DOI: 10.11988/ckyyb.20171037

• 第十届全国泥沙基本理论研究学术研讨会专栏 • 上一篇    

三峡库区枝状河网水动力过程实时模拟

卢程伟a, 周建中a,b, 胡德超a, 张余龙a   

  1. 华中科技大学 a.水电与数字化工程学院; b.数字流域科学与技术湖北省重点实验室, 武汉 430074
  • 收稿日期:2017-09-08 出版日期:2018-05-01 发布日期:2018-06-16
  • 通讯作者: 周建中(1959-),男,湖北武汉人,教授,博士,博士生导师,研究方向为水电能源及其复杂系统分析的先进理论与方法、高性能网络与信息系统等。 E-mail:jz.zhou@hust.edu.cn
  • 作者简介:卢程伟(1992-),男,浙江仙居人,博士研究生,研究方向为水力学与水库调度。E-mail:lcwhust@163.com
  • 基金资助:
    国家自然科学基金重大研究计划重点项目(91547208);国家自然科学基金面上项目(51579107);中央高校基本科研业务费专项(2017KFYXJJ197);三峡后续规划研究课题二(CKSG2016873/HL)

Real-time Simulation of Hydrodynamic Process in Dendritic River Network in Three Georges Reservoir Area

LU Cheng-wei1, ZHOU Jian-zhong1,2, HU De-chao1, ZHANG Yu-long1   

  1. 1.School of Hydropower and Information Engineering,Huazhong University of Science and Technology,Wuhan 430074,China;
    2. Hubei Key Laboratory of Digital Watershed Science and Technology,Huazhong University of Science and Technology, Wuhan 430074, China
  • Received:2017-09-08 Online:2018-05-01 Published:2018-06-16

摘要: 基于圣维南控制方程组,针对三峡库区朱沱—坝址河段,采用θ半隐方法离散动量方程的水位梯度项,运用欧拉-拉格朗日方法求解动量方程的对流项,利用有限体积法离散连续性方程,结合预测校正法将枝状河网稀疏线性系统分解为若干三对角子系统,建立了一种可实现河网系统速度-压力耦合问题简单、快速及高精度求解的一维枝状河网水流数学模型。选用2005年、2006年实测水位资料对该模型进行率定与验证,水位计算误差一般<10 cm,流量计算误差一般<5%,数学模型计算结果与实测资料符合较好,表明模型精度较高。在单核串行效率测试中,模型模拟1 a水流过程耗时约23.7 s,实现了三峡库区枝状河网水动力过程的实时模拟。

关键词: 三峡库区, 枝状河网, 一维水动力模型, 水流速度, 实时模拟

Abstract: A simple 1-D mathematical dendritic river network model of high precision which could rapidly realize the coupling between flow velocity and pressure is built based on Saint-Venant equations. Finite element volume method is employed to discretize equations of continuity, and semi-implicit θ to discretize the water level gradient term of free-surface elevation. Moreover, Eulerian-Lagrangian method is adopted to solve the advection term, and prediction-correction method to decompose the sparse linear system of dendritic river network to several tridiagonal systems. The reach from Zhutuo to dam site of Three Gorges Project is taken as a case study. The model is calibrated and validated with measured historical data in 2005 and 2006, and the results demonstrate that the calculation errors of water level and discharge are generally within 10% and 5%, respectively. The results of mathematical model are in good accordance with measured data, indicating that the model is of high precision.In the single-core serial efficiency test,the model takes about 23.7 seconds to simulate the flow process of a year,which implies the real-time simulation of hydrodynamic process of dendritic river network in Three Georges reservoir area can be completed.

Key words: Three Gorges reservoir area, dendritic river network, 1-D hydrodynamic model, flow velocity, real-time simulation

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