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复杂断面水力计算中的动量校正系数
引用本文:陈界仁,陈国祥.复杂断面水力计算中的动量校正系数[J].河海大学学报(自然科学版),1996,24(4):84-89.
作者姓名:陈界仁  陈国祥
作者单位:河海大学水资源水文系
摘    要:

关 键 词:河道  断面  动量校正系数  水力计算
修稿时间:2005/1/25 0:00:00

The Momentum Correction Coefficient in Hydraulic Computation with Complex River Channel
Chen Jieren,Chen Guoxiang.The Momentum Correction Coefficient in Hydraulic Computation with Complex River Channel[J].Journal of Hohai University (Natural Sciences ),1996,24(4):84-89.
Authors:Chen Jieren  Chen Guoxiang
Abstract:The momentum correction coefficient for complex river channels with summation approach over section elements has been developed for steady, uniform and turbulent flows. The momentum correction coefficient is calculated for three selected shapes. It is shown that the momentum correction coefficient is more than 1 and is the function of width to depth (B/H) . In deereases with the increase of the width to depth ratio. The cause why the momentum correction coefficent is more than 1 has been analysed Finally, verfication has been made with field datas.
Keywords:section  elements  summation  approach  momentum  correction  coefficient  
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