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浅水横流中底部水平热水射流近区的初始稀释——(Ⅱ)特性分析
Initial Dilution of Horizontal Hot Water Jet Discharged Near Bed in Crossflow——(Ⅱ) The Analysis on the Behavior of Jets
【摘要】 对多种不同的流速比、不同的喷口密度佛汝德数的浅水横流中水平热水浮力射流进行了大量的数值试验,对整个流场的流动特性作了详尽的分析,得出流速比和密度佛汝德数是影响流场和温度场的主要因素。在大流速比情况下,射流存在分叉现象,流速比R=0.10为附壁(底)流动现象的临界值,并给出了最大入侵深度与流速比的拟合关系式。
【Abstract】 <Abstrcat>Based on a series of numerical calculation, the behavior of flow field that a hot water jet near bed enters a shallow crossflow is summarized and analyzed.The main influences of current on the jet path are the value of velocity ratio (R) and the densimetric Froude number. There is bifurcation phenomenon in buoyant jet for large velocity ratio. Shoreline attachment will happen when velocity ratio is larger than 0.1. The maximum horizontal penetration depth is an imporant parameter for buoyant jet in cross flow. The relationship between the maximum horizontal penetration depth and the velocity ratio is also obtanted.
【Key words】 Shallow crossflow; buoyant jet; jet path; shoreline attachment;
- 【文献出处】 四川大学学报(工程科学版) ,Journal of Sichuan University (Engineering Science Edition) , 编辑部邮箱 ,2005年04期
- 【分类号】O358
- 【被引频次】6
- 【下载频次】89