| A MATHEMATICAL MODEL FOR UNSTEADY SEDIMENT TRANSPORT IN THE LOWER YELLOW RIVER |
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| 作者姓名： | ZHANG Hongwu HUANG Yuandong and ZHAO Lianjun |
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| 作者单位： | ZHANG Hongwu1，HUANG Yuandong1 and ZHAO Lianjun2 1 Department of Hydraulic Engineering，Tsinghua University，Beijing 100084，China 2 Yellow River Institute of Hydraulic Research，Zhengzhou 450003，China |
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| 基金项目： | the National Nature Science Foundation and the Ministry of Water Resources of China under grant number 59890200 |
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| 摘 要： | 1 INTRODUCTIONMany mathematical models for sediment transport have been developed for solving practical Problemsin hydraulic engineering. HoweveT, most of them are not able to simulate the hyper-concentratd flows inthe Lower Yellow Xiver because of the extremely high load concentration of the flows. This paper isdevoted tO the simulation of unsteady sediment trallsport in the Lower Yellow mveLIn this paPer, the riverbed deformation equation is modified and the new expressions for sedi…
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A MATHEMATICAL MODEL FOR UNSTEADY SEDIMENT TRANSPORT IN THE LOWER YELLOW RIVER |
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| ZHANG Hongwu,HUANG Yuandong and ZHAO Lianjun .A MATHEMATICAL MODEL FOR UNSTEADY SEDIMENT TRANSPORT IN THE LOWER YELLOW RIVER[J].International Journal of Sediment Research,2001,16(2). |
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| Authors: | Zhang Hongwu HUANG Yuandong ZHAO Lianjun |
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| Abstract: | A one-dimensional mathematical model for unsteady sediment transport in the Lower Yellow River is developed. A coefficient of sediment distribution is defined to represent the ratio of the bottom to the average concentration under the equilibrium conditions. The coefficient is not constant and is evaluated by using an empirical expression obtained by integrating the sediment concentration along water depth. The concentration distributions and the mean diameter distributions of suspended sediment in the transversal direction are also estimated in this model. A four-point (Preismann type) finite difference scheme and TDMA are employed in the numerical method. Three typical floods occurd in 1977,1982 and 1996, respectively, in the Lower Yellow River from Tiexie to Shunkou with a length of 393.67km are numerically simulated with the model. The computed results, such as the water stage, discharge, and sediment concentration agree well with the measured data. |
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| Keywords: | Mathematical model Unsteady sediment transport The Lower Yellow River Floods |
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