水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2012年
6期
61-63,101
,共4页
李园园%牧振伟%吴战营%孙阳平%王国伟%王军委
李園園%牧振偉%吳戰營%孫暘平%王國偉%王軍委
리완완%목진위%오전영%손양평%왕국위%왕군위
悬栅消力池%RNG%k-ε%水流流态%VOF
懸柵消力池%RNG%k-ε%水流流態%VOF
현책소력지%RNG%k-ε%수류류태%VOF
grid-suspended plunge pool%RNG k-ε%flow pattern%VOF
采用RNGk-ε模型,利用VOF（Volume of Fluid）流体体积法追踪自由水面,对迪那河五一水库导流洞出口悬栅消力池内水流水力特性进行数值模拟,将计算的沿程水深、底部压强、流速与物理模型试验结果进行对比,计算值与实测值吻合较好。通过数值模拟研究,弥补了物理模型试验不足,为实际工程设计提供参考。
採用RNGk-ε模型,利用VOF（Volume of Fluid）流體體積法追蹤自由水麵,對迪那河五一水庫導流洞齣口懸柵消力池內水流水力特性進行數值模擬,將計算的沿程水深、底部壓彊、流速與物理模型試驗結果進行對比,計算值與實測值吻閤較好。通過數值模擬研究,瀰補瞭物理模型試驗不足,為實際工程設計提供參攷。
채용RNGk-ε모형,이용VOF（Volume of Fluid）류체체적법추종자유수면,대적나하오일수고도류동출구현책소력지내수류수력특성진행수치모의,장계산적연정수심、저부압강、류속여물리모형시험결과진행대비,계산치여실측치문합교호。통과수치모의연구,미보료물리모형시험불족,위실제공정설계제공삼고。
The RNG k-ε turbulence model and VOF(Volume of Fluid) method are employed to numerically simulate the flow pattern in the grid-suspended plunge pool of the diversion tunnel outlet of Wuyi Reservoir.The computation results of the water depth along the way,the pressure on the bottom and velocity of the grid-suspended plunge pool are in agreement with those from experiments and measurements.The simulation of flow pattern could overcome the shortages of physical model test and provide references for practical engineering design.
