River Networks Fluidity Classification Analysis Based on Two Dimensional Numerical Model and Hydraulic Characteristic
Water Diversion from outside of an urban is the effective method of solving city water pollution.Because the boundary condition is different,quantity of flow distribution is different for the every river water.The velocity is also different.The velocity of some river channels is even much smaller.Only the fluidity of every river is known well,can the measures of improving river water environment be found out.The two-dimensional finite element method mathematical models of the river network is established and verified.Bases on the established and verified planar 2-D unsteady river networks tlow finite element model,the velocity size and orientation of the every river and water levels are calculated.The numerical simulation research and analysis shows that the quantity and velocity of flow distribution are both different for every river water.The velocity of some river channels is even much smaller.According to the hydraulic characteristic such as velocity size and fluidity,five classifications are made,and some measures of improving and harness of water fluidity are provided and analyzed
river network flow hydraulic characteristic classification two dimensional finite element method
Yang Fuxiang Pan Jie Li Dongfeng Zhang Hongwu
Henan Vocational College of Water Conservancy and Environment, Zhengzhou, 450008, China Yuyao Municipal Bureau of Water Resources, Yuyao, 315400, China Zhejiang University of Water Resources and Electric Power, Hangzhou, 310018, China State Key Laboratory of Hydro-science and Engineering, Department of Hydraulic Engineering,Tsinghua
国际会议
The 5th International Yellow River Forum (第五届黄河国际论坛)
郑州
英文
244-252
2012-09-24(万方平台首次上网日期,不代表论文的发表时间)