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3D NUMERICAL SIMULATION ON WATER AND AIR TWO-PHASE FLOWS OF THE STEPS AND FLARING GATE PIER 被引量:3

3D NUMERICAL SIMULATION ON WATER AND AIR TWO-PHASE FLOWS OF THE STEPS AND FLARING GATE PIER
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摘要 A new-style flood discharging dam, which consolidates the flaring gate pier and the stepped spillway for discharging the flood through the dam surface, had been applied in China. The theoretical study on it is in a beginning stage at present. The three-dimensional numerical simulation has not been reported. In this paper, the 3D numerical calculation on the two-phase flow of water and air with discharge per unit width 195m~ 3 /s· m is presented . The results indicate that there is negative pressure on the juncture of the spillway surface and the first step. There forms obvious longitudinal and transverse eddies on the steps and the velocity decreases obviously compared with the smooth spillway. The figures of the velocity distributions and the water-air two-phase flows are plotted. The results calculated on the pressure are in agreement with the experimental data. Based on the position of the negative pressure obtained from calculation, measurement points of pressure are arranged in physical model. The experimental results validate the existence of the negative pressure. Being an applied and trial study, the results obtained are of theoretical and practical significance. A new-style flood discharging dam, which consolidates the flaring gate pier and the stepped spillway for discharging the flood through the dam surface, had been applied in China. The theoretical study on it is in a beginning stage at present. The three-dimensional numerical simulation has not been reported. In this paper, the 3D numerical calculation on the two-phase flow of water and air with discharge per unit width 195m~ 3 /s· m is presented . The results indicate that there is negative pressure on the juncture of the spillway surface and the first step. There forms obvious longitudinal and transverse eddies on the steps and the velocity decreases obviously compared with the smooth spillway. The figures of the velocity distributions and the water-air two-phase flows are plotted. The results calculated on the pressure are in agreement with the experimental data. Based on the position of the negative pressure obtained from calculation, measurement points of pressure are arranged in physical model. The experimental results validate the existence of the negative pressure. Being an applied and trial study, the results obtained are of theoretical and practical significance.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2005年第3期338-343,共6页 水动力学研究与进展B辑(英文版)
基金 ProjectsupportedbytheNationalNaturalScienceFoundationofChina(GrantNos:50479061,50379030).
关键词 flaring gate pier stepped spillway numerical simulation flaring gate pier, stepped spillway, numerical simulation
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  • 1谢省宗,泄水工程与高速水流论文集,1994年
  • 2李中枢,泄水工程与高速水流文集,1994年
  • 3杨首龙,泄水工程与高速水流,1992年,2期,1页
  • 4夏镜如,泄水工程与高速水流,1990年,2期,20页
  • 5李士一,高坝泄洪与消能专题文集,1989年
  • 6刘树坤,水利水电科学研究院科学研究论文集.13,1983年
  • 7团体著者,水力计算手册,1980年
  • 8大朝山水电站2002年度水力学原型观测[R].北京:中国水利水电科学研究院,2002,8.
  • 9百色水利枢纽溢流坝阶梯式坝面和宽尾墩联合消能新技术试验研究报告 [R].北京:中国水利水电科学研究院,1997年12月.
  • 10百色工程泄洪建筑物减压模型试验报告[R].北京:中国水利水电科学研究院,1999年11月.

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