水科学与工程技术
水科學與工程技術
수과학여공정기술
WATER SCIENCES AND ENGINEERING TECHNOLOGY
2013年
2期
38-41
,共4页
何照青%陶洪飞%牧振伟%李娟%李新
何照青%陶洪飛%牧振偉%李娟%李新
하조청%도홍비%목진위%리연%리신
倒虹吸%数值模拟%压强%小洼槽
倒虹吸%數值模擬%壓彊%小窪槽
도홍흡%수치모의%압강%소와조
inverted siphon%numerical simulation%pressure%Xiaowacao
通过采用标准k~ε模型模拟湍流,对小洼槽大型倒虹吸管身段在不同流量下进行三维流场数值模拟,并将Q=12.00m3/s和Q=14.00m3/s两种情况的倒虹吸管身段压强值与原型观测数据进行对比分析,结果表明数值模拟和模型试验资料基本吻合,为小洼槽倒虹吸运行管理提供理论依据.
通過採用標準k~ε模型模擬湍流,對小窪槽大型倒虹吸管身段在不同流量下進行三維流場數值模擬,併將Q=12.00m3/s和Q=14.00m3/s兩種情況的倒虹吸管身段壓彊值與原型觀測數據進行對比分析,結果錶明數值模擬和模型試驗資料基本吻閤,為小窪槽倒虹吸運行管理提供理論依據.
통과채용표준k~ε모형모의단류,대소와조대형도홍흡관신단재불동류량하진행삼유류장수치모의,병장Q=12.00m3/s화Q=14.00m3/s량충정황적도홍흡관신단압강치여원형관측수거진행대비분석,결과표명수치모의화모형시험자료기본문합,위소와조도홍흡운행관리제공이론의거.
Using the standard k~ε turbulence model simulate the Xiaowacao inverted siphon flows in different three-di-mensional numerical simulation of flow field. The Q=12.00m3/s and Q=14.00m3/s in both cases the measured data and nu-merical calculation pressure contrast on tube figure of inverted siphon for comparison, the results show that the numerical simulation results and measured data are basically consistent, providing the reliable basis for Xiaowacao inverted siphon optimization design.