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船闸输水廊道单支孔阻力系数研究
引用本文:刘平昌,刘亚辉,王云莉.船闸输水廊道单支孔阻力系数研究[J].重庆交通大学学报(自然科学版),1999,18(2):2.
作者姓名:刘平昌  刘亚辉  王云莉
作者单位:重庆交通学院西南水运工程科学研究所,重庆,400016
基金项目:交通部科学基金会资助项目 
摘    要:通过研究分析,得到了影响单支孔阻力系数的有关参数.经物理模型系列试验,得出了在充水情况下,单支孔阻力系数ξ3与支孔几何参数hp/b,γ/b,H/b;流速比v1/v3和支孔、廊道雷诺数之间的关系.从而提出计算支孔阻力系数ξ3及分流损失系数ξw的经验公式.

关 键 词:阻力系数  单支孔  流速比  分流损失系数
修稿时间:1998-05-12

Study on Resistance Coefficient of Lock Single-port
Liu Pingchang,Liu Yiahui,Wang Yunli.Study on Resistance Coefficient of Lock Single-port[J].Journal of Chongqing Jiaotong University,1999,18(2):2.
Authors:Liu Pingchang  Liu Yiahui  Wang Yunli
Abstract:By studying and analysing the results of model tests,the related factors which have effects on single port resistance coefficient are obtained.By conducting extensive hydraulic model tests to investigate the resistance coefficient of lock single port under filling operation,the relationship between single port resistance coefficient and its related factors(geometric parameter h p/b,r/b ,and H/b ),culvert to port velocity ratio( v 1/v 3 )and reynolds number of port culver flow is studied,and empirical formulas for single port resistance coefficient ξ 3 and also tributary loss coefficient are derived.
Keywords:resistance coefficient  single port  velocity ratio  tributary  loss coefficient
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