The Study and Applications of One-dimensional Unsteady Water Quality Model for the Lower Yellow River
An one-dimensional hydrodynamic numerical model was established for the lower reaches of the Yellow River and coupled one-dimensional water quality model, then the finite volume method was used for the basic equation discretization. The discrete equation was solved by using the forecast-revision of second order in time. This method features good conservation, simple operation, universal application and better practicability in forecasting normal flood and the flood wave evolution of dam-break. At the same time, the sudden pollution accident can be initially simulated in the lower reaches of the Yellow River.
lower Yellow River TVD sudden pollution accident
Zhang Fangxiu Shi Yupin Wang Yanping
College of Environment Science and Engineering, Hohai University, Nanjing, 210098, China Yellow Rive Hydrology Bureau, YRCC, Zhengzhou, 450004, China Yellow River Institute of Hydraulic Research, Zhengzhou, 450003, China
国际会议
山东东营
英文
206-214
2007-10-16(万方平台首次上网日期,不代表论文的发表时间)