3-D simulation of transient flow patterns in a corridor-shaped air-cushion surge chamber based on computational fluid dynamics

被引:11
作者
Xia Lin-sheng [1 ]
Cheng Yong-guang [1 ]
Zhou Da-qing [2 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] Hohai Univ, Coll Energy & Elect Engn, Nanjing 211100, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
air-cushion surge chamber; hydraulic transients; Computational Fluid Dynamics (CFD); 3-D flow field; MODEL; SURFACE;
D O I
10.1016/S1001-6058(13)60360-1
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The 3-D characteristics of the water-air flow patterns in a corridor-shaped air-cushion surge chamber during hydraulic transients need to be considered in the shape optimization. To verify the reliability of the water-air two-phase model, namely, the volume of fluid model, the process of charging water into a closed air chamber is successfully simulated. Using the model, the 3-D flow characteristics under the load rejection and acceptance conditions within the air-cushion surge chamber of a specific hydropower station are studied. The free surface waves, the flow patterns, and the pressure changes during the surge wave process are analyzed in detail. The longitudinal flow of water in the long corridor-shaped surge chamber is similar to the open channel flow with respect to the wave propagation, reflection and superposition characteristics. The lumped parameters of the 3-D numerical simulation agree with the results of a 1-D calculation of hydraulic transients in the whole water conveying system, which validates the 3-D method. The 3-D flow structures obtained can be applied to the shape optimization of the chamber.
引用
收藏
页码:249 / 257
页数:9
相关论文
共 15 条
  • [1] Free surface-pressurized flow in ceiling-sloping tailrace tunnel of hydropower plant: simulation by VOF model
    Cheng, Yongguang
    Li, Jinping
    Yang, Jiandong
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2007, 45 (01) : 88 - 99
  • [2] [邓淞苡 DENG Songyi], 2009, [水力发电学报, Journal of Hydroelectric Engineering], V28, P130
  • [3] HOUDE S, 2007, 2 IAHR INT M WORK GR, V10, P24
  • [4] HU J, 2007, 5 JOINT ASME JSME FL
  • [5] Hu Jianyong, 2007, Water Resources and Power, V25, P60
  • [6] [胡去劣 Hu Qulie], 2002, [水动力学研究与进展. A辑, Journal of hydrodynomics], V17, P611
  • [7] Liu Q.Z., 2010, HYDROPOWER STATION
  • [8] Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour
    Liu, Xiaofeng
    Garcia, Marcelo H.
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2008, 134 (04) : 203 - 217
  • [9] NIE Yue-guang, 1987, N SICHUAN I ED, P20
  • [10] R SVEE, 1972, P 1 INT C PRESS SURG, V9, P15