|
|
Impact of first step table-board angle on hydraulic characteristics of combined dissipater |
ZHANG Qin, YANG Jurui* |
Faculty of Modern Agricultural Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650500, China |
|
|
Abstract In order to optimize the aeration characteristics of stepped spillway under the large flow rate per unit width, based on the spillway of Ahai hydropower station, different table-board angles of first step, respectively up 5°, 10°, 15°, falling down 5°, 10°, 15° and flat surface 0°, were set on the Y-shaped flaring gate piers combined with stepped spillway and stilling basin by the physical model at the ratio of 1/60, to find that the optimal level of table size can improve the aerosol characteristics by the cavity length, the power flow at the stilling basin bottom, time-averaged pressure on stilling bottom, temporary bottom velocity, energy dissipation ratios and other aspects. The results showed that the length of the aeration cavity increases with the increase of the first stage table angle; the cavity negative pressure decreases with the increase of the first stage table angle, and with the increase of the first stage table angle, the maximum cavity negative pressure transfers from the second step facade to the first step facade; the energy consumption rate increases slightly with the increase of the first stage table angle and the energy dissipation effect when the first step is up is better than that when the first step is falling down or at the level. The first step on the surface pick 15° is the interim step joining type of the best aerosols.
|
Received: 14 November 2017
|
|
|
|
[1]PEYRAS L, ROYET P,DEGOUTTE G. Flow and energy dissipation over stepped gabion weirs[J]. Journal of hydraulic engineering, 1992, 118(5): 707-717.[2]RICE C E, KADAVY K C. Model study of a roller compacted concrete stepped spillway[J]. Journal of hydraulic engineering,1996, 112(6):292-297.[3]张挺. 宽尾墩和阶梯溢流坝一体化数值模拟[D]. 成都:四川大学, 2005.[4]杨首龙. 福建省泄水建筑物中应用的新技术及其作用[J]. 水力发电学报, 2004,23(1): 84-90. YANG Shoulong. New techniques and its functions for release works in Fujian province [J].Journal of hydroelectric engineering,2004, 23(1):84-90.(in Chinese)[5]郭军,刘之平,刘继广,等. 大朝山水电站宽尾墩阶梯式坝面泄洪水力学原型观测[J]. 云南水力发电, 2002,18(4): 16-20. GUO Jun, LIU Zhiping, LIU Jiguang, et al. Prototype observation of the flaring pier stepped pier stepped dam face flood discharging hydraulics for the dachaosham hydropower plant [J]. Journal of Yunnan water power, 2002, 18(4): 16-20.(in Chinese)[6]陆民安. 百色水利枢纽RCC主坝表孔宽尾墩联合消能工设计与研究[J]. 广西水利水电, 2004(2): 53-56. LU Minan. Surface spill way tail flaring pier joint energy dissipator of Baise RCC main dam [J]. Guangxi water resources and hydropower,2004(2):53-56.(in Chinese)[7]南晓红,梁宗祥,刘韩生. 新型宽尾墩在索风营水电站的应用与研究[J]. 水力学报, 2003(8): 49-52, 57. NAN Xiaohong,LIANG Zongxiang,LIU Hansheng.New type of flaring pier for improving energy dissipation of stepped surface overflow dam[J]. Joumal of hydraulic engineering,2003(8):49-52,57.(in Chinese)[8]胡耀华,伍超,卢红,等. 宽尾墩后接阶梯溢流坝面水工设施的研究[J]. 水力发电学报, 2006,25(5): 37-41. HU Yaohua,WU Chao,LU Hong,et al. Study on hydraulic structure of flaring gate piers locating at the upstream of stepped spillway [J].Journal of hydroelectric engineering,2006,25(5):37-41.(in Chinese)[9]叶茂,伍超,陈云良,等. FLUENT软件在水利工程中的应用[J].水利水电科技进展,2006,26(3):78-81. YE Mao,WU Chao,CHEN Yunliang, et al. Application of FLUENT to hydraulic projects[J].Advances in science and technology of water resources, 2006,26(3):78-81.(in Chinese)[10]陈群,戴光清. 鱼背山水库岸边阶梯溢洪道流场的三维数值模拟[J]. 水力发电学报, 2002(3): 62-72. CHEN Qun,DAI Guangqing.3-D numerical simulation of flow on stepped spillway near Yubei mountain reservoir[J].Journal of hydroelectric engineering,2002(3):62-72.(in Chinese)[11]杨庆. 阶梯溢流坝水力特性和消能机理试验研究[D]. 成都:四川大学, 2002.[12]骈迎春,张志昌. 台阶式溢洪道掺气坎水流空腔长度和通气量的试验研究[J]. 西北水力发电, 2006, 22(4): 41-45. PIAN Yingchun, ZHANG Zhichang. Analysis and treatment of soleplate weakness in the water apron of surface drainage opening of ankang hydropower station[J].Journal of northwest hydroelectric power, 2006, 22(4): 41-45.(in Chinese)[13]彭勇,张建民,许唯临,等. 前置掺气坎式阶梯溢洪道掺气水深及消能率的计算[J]. 水科学进展, 2009, 20(1): 63-68. PENG Yong, ZHANG Jianmin,XU Weilin,et al. Calculation of aerated water depth and energy dissipation rate of a pre-aerator stepped spillway[J]. Advances in water science,2009,20(1):63-68.(in Chinese)[14]王强,杨具瑞,武振中,等. 不同台阶数的过渡阶梯对阶梯溢流坝面压强及消能特性的影响研究[J]. 水力发电学报, 2016,35(5): 84-93. WANG Qiang, YANG Jurui, WU Zhenzhong, et al. Impact of transition ladder with different number of steps on dam surface pressure and energy dissipation of stepped spillway[J].Journal of hydroelectric engineering,2016,35(5):84-93.(in Chinese)[15]李建中,宁利中. 高速水力学[M]. 西安: 西北工业大学出版社, 1994.[16]张挺,伍超,卢红,等. X型宽尾墩与阶梯溢流坝联合消能的三维流场数值模拟[J]. 水利学报, 2004(8): 15-20. ZHANG Ting,WU Chao, LU Hong, et al.3-D numerical simulation of flow on stepped spillway combined with X-shape flaring gate piers[J]. Joumal of hydraulic engineering,2004(8):15-20.(in Chinese)[17]吴持恭. 水力学[M]. 北京: 高等教育出版社, 2008. |
|
|
|