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基于高精度GPS测量数据的宁夏鸭子荡水库水动力-水质数值模拟研究

Research on Numerical Simulation of Hydrodynamic and Water Quality of Ningxia Yazidang Reservoir Based on High Precision GPS Measurement Data
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摘要 以宁夏鸭子荡水库为研究对象,对该水库的实测数据进行分析,利用平面二维水动力-水质数学模型,以非结构网格和有限体积法为工具对水库的水流运动进行了数值模拟。首先由流场的模拟值与实测值两者较为一致,验证了数学模型的主体模块和数值方法是可行的。然后,结合水库的运行情况设置了四种工况,对库区水流运动和水质分布进行了数值模拟研究,为进一步研究该水库的水质变化规律奠定了基础,对水库的高效运行具有一定的参考价值。 Taking Ningxia Yazidang reservoir as the research object, the measured data of the reservoir were analyzed. Based on the two-dimensional hydrodynamic force and water quality mathematical model, the unstructured grid and the finite volume method are used to simulate the water flow of the reservoir. Firstly, the simulation value is consistent with the measured values, so it is proved that the main module and numerical method of the mathematical model are feasible. Then, combined with the operation of the reservoir, four kinds of working conditions were set up, and the flow movement and water quality distribution in the reservoir area were studied by numerical simulation, which laid the foundation for the further study on the change of water quality of water base, and it has a certain reference value for the efficient operation of the reservoir.
作者 祁春辉 QI Chun-hui(Ningxia Water Conservancy and Electric Power Engineering School,Ningxia Hydroelectric Technician College, Yinchuan 750006, Chin)
出处 《中小企业管理与科技》 2017年第33期194-196,共3页 Management & Technology of SME
关键词 二维水动力-水质模型 非结构网格 有限体积法 数值模拟 two-dimensional hydrodynamic force and water quality model unstructured grid finite volume method numerical simulation
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  • 1赖锡军,汪德■,傅源方.非结构同位网格SIMPLE类算法收敛性能比较[J].空气动力学学报,2004,22(3):289-294. 被引量:12
  • 2LAIXi-jun,WANGDe-guan,CHENYang.PRESSURE CORRECTION METHOD ON UNSTRUCTURED GRIDS[J].Journal of Hydrodynamics,2004,16(3):316-324. 被引量:9
  • 3朱庆平,芮孝芳,杨明,韩巧兰,王艳平.基于GIS的黄河下游二维水沙数学模型水沙构件设计[J].人民黄河,2005,27(3):44-46. 被引量:3
  • 4窦国仁.河道二维全沙数学模型的研究[J].水利水运科学研究,1987,(2).
  • 5窦围仁 赵世清 黄亦芬.河道二维全沙数学模型的研究.水水运科学研究,1987,.
  • 6李义天.冲击河道平面变形计算初步研究.泥沙研究,.
  • 7Nagata N, Hosoda T, Muramoto Y. Numerical analysis of river channel processes with bank erosion[J], Journal of Hydraulic En- gineering (ASCE), 2000, 126(4): 243 -252.
  • 8Duan JG, Julien PY. Numerical simulation of meandering evolu- tion [J]. Journal of Hydrology, 2010, 391:34--46.
  • 9Hayase T, Humphrey JAC,Greif G. A consistently formutated QUICK scheme for fast and stable convergence using finite vol- ume ilerative calculation proceeding [J]. Journal. of Computa tional Physics, 1992, 98:108--118.
  • 10Kang H, Choi SU. Reynolds stress modeling of rectangular open -channel flow[J]. Int. J. Numer. Meth. Fluids, 2006, 51:1 319 - 334.

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