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摘要：
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本文提出用两相流连续方程和运动方程描述底沙推移质运动过程的理论和方法 ,建立了考虑潮流波浪水动力条件下的两相流全沙数学模型 ,并用于解决台山电厂港口建设中的泥沙淤积问题 ,得到了实测资料的初步验证。
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The theory and method describing the motion of bed load by the two phase flow continuity and motion difference equations are presented in the paper.A full sediment mathematical model with two phase flow including the dynamic conditions of tides and waves was established for the sediment deposition during the construction of the Taishan Power Plant,which has been preliminarily verified by measured data.
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作者简介：
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参考文献：
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[1] 钱宁,万兆惠.泥沙运动力学[M].北京:科学出版社,1983.
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[8] EngelundF ,J Fredse.A sediment transport model forstraight alluvial channels[J].NordicHydrology,1976,106:293-306.
[9] AckersP,W R White.Sediment transport:New approachand analysis[A ].J.Hyd.Div.,Proc.,Amer.Soc.CivilEngrs[C].1973,99(HY11):2041-2060.
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