摘要
采用雷诺方程(RANS)和标准k-ε湍流模型,数值模拟了钟形进水流道6种不同喇叭管悬空高度和4种不同流量方案下的流道内流场,分析了钟形进水流道关键部位的流态特征,揭示了钟形进水流道特征断面的速度分布规律。采用五孔探针实测了流道特征断面流速分布,并以流道出口速度均匀度和速度加权入流角为目标函数,分析比较了各方案的数值计算与试验实测结果,提出了钟形流道喇叭口悬空高的合理取值范围。
Reynolds-averaged equations and the s internal flow pattern in bell-like suction box of schemes including six different The velocity vectors on special heights from the cross section are tandard large p bottom reveale k-ε turbulent model are applied to simulate the umping stations. The series numerical simulation floor to the open and four flow rates are designed. d and the velocity distribution laws are obtained. The velocity distribution is probed by a 5 - hole globe probe system on the outlet section of bell-like intake conduit. Regarding velocity distribution uniformity and velocity-weighted average swirl angle as objective criterion and comparing the numerical calculated results with experimental data,a reasonable range of the bell-like suction height (or clearance from floor) is put forward.
出处
《灌溉排水学报》
CSCD
北大核心
2007年第5期79-81,共3页
Journal of Irrigation and Drainage
基金
水利部创新项目(SCXC2002-06)
关键词
泵站
钟形进水流道
数值模拟
试验研究
pumping station
bell-like suction box
numerical simulation
experiment study