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开敞水域中航槽流场的数值模拟
引用本文:陆永军 赵连白. 开敞水域中航槽流场的数值模拟[J]. 水科学进展, 1994, 5(3): 208-213
作者姓名:陆永军 赵连白
作者单位:交通部天津水运工程科学研究所 天津300456
基金项目:国家“八·五”重点科技经费的资助
摘    要:建立了一个模拟开敞水域中航槽流场的平面二维数学模型.利用该模型计算得到的流速分布与袁美琦、李安中等人试验值相吻合,并计算了相当于天然情况下(各种水深、挖深比及航槽与水流的不同交角)的流场,得到了各种航槽与水流交角、不同挖深比的航槽流速折减系数变化规律图,及各种航槽与水流交角、不同挖深比的航槽中流向与航槽轴线交角的变化规律图,为开敞水域中航槽选线设计提供了依据.

关 键 词:开敞水域   航槽   流场数值模拟
收稿时间:1994-03-16

Numerical Simulation of Velocity Field in a Dredged Channel
Lu Yougjun,Zhao Lianbei,Yuan Meiqi. Numerical Simulation of Velocity Field in a Dredged Channel[J]. Advances in Water Science, 1994, 5(3): 208-213
Authors:Lu Yougjun  Zhao Lianbei  Yuan Meiqi
Affiliation:Tianjin Institute of Water Transport Engineering, Tianjin 300436
Abstract:A two-dimensional mathematical model of velocity field in a dredged channel at oblique angle to flow directin in open water is established in this paper. The calculated results are consistent with the experiment results by Yuan Meiqi, Li Anzhong etc.The velocity fields of natural condition (e. g. every kind of depth depth ratio, and angle between a degreded channel and flow direction) are calculated by this model.The figure of the coefficient of velocity ratio versus oblique angale with depth ratio (fig. 4) and the figure of flow direction in the middle of the gredged channel with dredged channel versus oblique angle with depth ratio (fig. 5) are obtained. Therefore, a basis is provided for selecting a proper direction for a dredged channel.
Keywords:open water:dredged channel at oblique angle to flow direction  velcity field numerical simulation  
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