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
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] 谢鉴衡. 河流模拟[M]. 北京: 水利电力出版社, 1990:68-72.
[2] 汪德颧. 计算水力学理论与应用[M]. 北京: 科学出版社, 2011:139-154.
[3] 衣秀勇, 关春曼, 果有娜,等. DHI MIKE FLOOD洪水模拟技术应用与研究[M]. 北京: 中国水利水电出版社, 2014:4-5.
[4] 夏军强, 张晓雷, 邓珊珊,等. 黄河下游高含沙洪水过程一维水沙耦合数学模型[J]. 水科学进展, 2015, 26(5):686-697.
[5] 陈炼钢, 施 勇, 钱 新,等. 闸控河网水文-水动力-水质耦合数学模型——Ⅰ.理论[J]. 水科学进展, 2014, 25(4):534-541.
[6] HU De-chao, ZHONG De-yu, WANG Guang-qian, et al. A Semi-implicit Three-dimensional Numerical Model for Non-hydrostatic Pressure Free-surface Flows on an Unstructured, Sigma Grid[J]. International Journal of Sediment Research, 2013, 28(1):77-89.
[7] HU De-chao, ZHANG Hong-wu, ZHONG De-yu. Properties of the Eulerian-Lagrangian Method Using Linear Interpolators in a Three-dimensional Shallow Water Model Using z-level Coordinates[J]. International Journal of Computational Fluid Dynamics, 2009, 23(3):271-284.
[8] HU De-chao, ZHONG De-yu, ZHANG Hong-wu, et al. Prediction-Correction Method for Parallelizing Implicit 2D Hydrodynamic Models. I: Scheme[J]. Journal of Hydraulic Engineering, 2015, 141(8): 04015014.
[9] 黄仁勇. 长江上游梯级水库泥沙输移与泥沙调度研究[M]. 北京: 科学出版社,2017:14-16.