
浏览全部资源
扫码关注微信
1. 二滩水电开发有限责任公司四川,成都,610021
2. 四川大学 水力学与山区河流开发保护国家重点实验室四川,成都,610065
纸质出版日期:2008,
扫 描 看 全 文
高鹏,杨永全,许唯临.导流洞改建有压突扩泄洪洞研究[J].工程科学与技术,2008,40(2):1-7.
Study on the Reconstruction of Diversion Tunnel intoPressure Sudden Enlargement Release Tunnel[J]. Advanced Engineering Sciences, 2008,40(2):1-7.
中文摘要: 龙抬头式泄洪洞是中低水头水电站导流洞改建泄洪洞的常用方式,但其应用受到地形地质条件限制。为解决狭窄河谷地区中低水头导流洞改建泄洪洞的布置和消能问题,通过模型实验和数值模拟并结合具体工程实际,因地制宜的提出有压突扩泄洪洞这种新型式的导流洞改建泄洪洞布置方式。研究结果表明这种方式改建的泄洪洞具有如下特点:水流直接由有压流向无压明渠流转换,流态简单,有压消能和无压消能相结合;平面上洞轴线方向可以根据地形、地质和施工条件灵活选择;工作闸门可以灵活布置;结构简单、施工方便、造价低等。这种方式改建的泄洪洞可用于中低水头大流量泄洪工程,具有较高的推广应用价值。
Abstract:High head ogee spillway is the most usual way for medium or low head hydropower stations to reconstruct the spillway tunnel. Due to the condition limitation of the topography and geology
some stations cannot employ in this way. A new way to reconstruct diversion tunnel into sudden enlargement flood release tunnel with pressure is proposed in this paper. The experiment researches show that this reconstruction have the characteristics as follows: water flow directly flows from pressure to open channel flow and the flow pattern is simple; the direction of the tunnel can be changed flexibly according to the actual condition of topography、geology and construction on the level surface; the work gateway can be arranged at the intake or at the junction between the pressure flow and the open channel flow; the structure is simple
the construction is convenient and the cost is low. The flood release tunnel rebuilt in this way is applicable to the station with medium or low head and large discharge
which will have high practical value.
导流洞有压突扩泄洪洞有压流明渠流水力特性
diversion tunnelsudden enlargement flood release tunnelpressure flowopen channel flowhydraulic characteristics
Xiang Tong,Cai Junmei.Research and application of energy dissipator in hydraulic tunnels[J].Water Resources and Hydropower Engineering,1999,30(12):69-71.[向桐,才君眉.水工隧洞内消能工的研究与实践[J].水利水电技术,1999,30(12):69-71.]
Ni Hangen,Yang Jingfang.Hydraulic model study on shaft-orifice spillway[J].Journal of Hydraulic Engineering,1999(1):17-21.[倪汉根,杨景芳.竖井孔板泄流消能塔的水力与振动试验[J].水利学报,1999(1):17-21.]
Zhang Conglian,Zhong Weiqiang,Jiang Wei.Experimental research and simple discussion on the pressure flow of discharge tunnel[J].Journal of South China University of Technology:Natural Science Edition,2003(S1):70-73.[张从联,钟伟强,江洧.泄洪洞有压流问题试验研究与初探[J].华南理工大学学报:自然科学版,2003(S1):70-73.]
Wang Haiyun,Dai Guangqing,Yang Qing,et al.Experimental study on V-type aerator for spillway tunnel with inlet raised[J].Journal of Hydraulic Engineering,2005,36(11):1371-1374.[王海云,戴光清,杨庆,等.V型掺气坎在龙抬头式泄洪洞中的应用.水利学报,2005,36(11):1371-1374.]
Yang yongsen,Wu chigong.Hydrauic and cavitating characteristics of the invent in two dimensional open channel flow[J].Journal of Sichuan University:Engineering Science Edition,1991(3):24-31.[杨永森,吴持恭.明流隧洞反弧段水力及空化特性研究[J].四川大学学报:工程科学版),1991(3):24-31.]
祁庆和.水工建筑物[M].第3版.北京:中国水利水电出版社,1997:373-374.
Pang Changjun,Yuan Yazhen.Study on the optimization of aeration structure of large Longtaitou free-flow spillway tunnel with small bottom slope[J].Journal of Hydraulic Engineering,1993(6):23-28.[庞昌俊,苑亚珍.大型"龙抬头"明流泄洪洞小底坡掺气减蚀设施的选型研究[J].水利学报,1993(6):23-28.]
Luo Yisheng.Water release structure arrangement of Xiaolangdi[J].Yellow River,1995,17(6):7-12.[罗义生.小浪底水利枢纽泄水建筑物总布置[J].人民黄河,1995,17(6):7-12.]
Li Zhongyi,Chen Xia,Chen Meifa.Study on hydraulic problems of spillway tunnels with orifices reformed from diversion tunnel[J].Journal of Hydraulic Engineering,1997(2):1-7.[李忠义,陈霞,陈美法.导流洞改建为孔板泄洪洞水力学问题研究[J].水利学报,1997(2):1-7.]
Dong Xinglin,Guo Jun,Yang Kailin,et al.Research and prospect of interior energy dissipaters in high head and large discharge tunnels[J].Journal of China Institute of Water Resources and Hydropower Research,2003,1(3):185-189.
Agrawal C K.Utilisation of TEHRI dam diversion tunnels as spillways[C]//First Conference Research Needs in Dam Safety.New Delhi India.1991,3(Ⅳ):48-52.
Hong Di.Type selection of gyrating-flow spillway tunnel in the right bank of the Gongboxia Hydropower Station[J].Water Power,2004,30(8):22-24.[洪镝.公伯峡水电站右岸旋流泄洪洞的选型[J].水力发电,2004,30(8):22-24.]
Lin Xiushan,Shen Fengsheng.Study on Xiaolangdi orifice dissipation[J].Water Resources and Hydropower Engineering,2000,31(1):52-54.[林秀山,沈凤生.小浪底水利枢纽孔板泄洪消能研究[J].水利水电技术,2000,31(1):52-54.]
0
浏览量
392
下载量
5
CNKI被引量
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621