Tiwaria H L,Goelb A,Sureshc S,et al.Effect of inverted T-shape splitter blocks on the performance of stilling Basin Models[C]//International Conference on Water Resources,Coastal and Ocean,2015:1561-1568.
[2]
Zhang Ting,Wu Chao,Liao Huasheng,et al.3Dnumerical simulation on water and air two-phase flows of the steps and flaring gate pier[J].Journal of Hydrodynamics,Ser.B,2005,17(3):338-343.
[3]
倪汉根.宽尾墩-消力池的简化计算方法[J].水利学报,1998,(6):19-24.Ni Hangen.A simplified hydraulic calculation method for flaring gate pier-stilling basin[J].Journal of Hydraulic Engineering,1998,(6):19-24.
[4]
苏沛兰,廖华胜,李天翔,等.浅水垫消力池水力特性试验[J].四川大学学报(工程科学版),2009,41(2):35-41.Su Peilan,Liao Huasheng,Li Tianxiang,et al.Experimental investigation on hydraulic properties in stilling basin with shallow-water cushion[J].Journal of Sichuang University(Engneering Science Edition),2009,41(2):35-41.
[5]
王均星,朱祖国,陈利强.消力池内辅助消能工对水跃消能效率的影响[J].武汉大学学报(工学版),2011,44(11):40-43.Wang Junxing,Zhu Zuguo,Chen Liqiang.Influence of auxiliary energy dissipater in stilling basin on efficiency of energy dissipatibn in hydraulic jump[J].Engineering Journal of Wuhan University,2011,44(11):40-43.
[6]
尹进步,梁宗祥,龚红林.X宽尾墩应用与发展的试验研究[J].水力发电学报,2007,26(4):36-39.Yin jinbu,Liang Zongxiang,Gong honglin.Experimental study on application&development of X type flaring gate piers[J].Journal of Hydroelectric Engineering,2007,26(4):36-39.
[7]
杨凡,王均星,陈帅,等.低弗劳德数水流辅助消能工空蚀问题研究[J].水力发电学报,2015,34(2):125-129.Yang Fan,Wang Junxing,Chen Shuai,et al.Study on cavitation damages of supplementary dissipater under low-Froude-number flows[J].Journal of Hydroelectric Engineering,2015,34(2):125-129.
[8]
张洛,后小霞,杨具瑞.边宽尾墩体型对边墙区域水流水力特性的影响研究[J].水力发电学报,2015,34(1):85-92.Zhang Luo,Hou Xiaoxia,Yang Jurui.Study on impact of flaring gate pier shape on hydraulic characteristics of flow in sidewall region[J].Journal of Hydroelectric Engineering,2015,34(1):85-92.
[9]
孙永娟,孙双科.高水头大单宽流量底流消能技术研究成果综述[J].水力发电,2005,31(8):70-72.Sun Yongjuan,Sun Shuangke.Summary on research results of underflow energy dissipation technology with high head and large unit-width discharge[J].Water Power,2005,31(8):70-72.
[10]
Khatsuria R M.Discussion:Dispersive-flow energy dissipator[J].Journal of Hydraulic Engineering,1996,122(6):361.
[11]
尹进步,梁宗祥,龚红林.宽尾墩三元水跃特性试验研究[J].水利学报,2011,41(11):1333-1338.Yin jinbu,Liang Zongxiang,Gong Honglin.Experimental study on flow characteristics of 3D hydraulic jump of flaring gate piers[J].Journal of Hydraulic Engineering,2011,41(11):1333-1338.
[12]
李中枢,潘艳华,韩连超,等.宽尾墩联合消能工体型选择及水力特性的研究[J].水科学进展,2000,11(1):82-87.Li Zhongshu,Pan Yanhau,Han Lianchao,et al.Hydraulics of stilling basin with flaring gate piers[J].Advances in Water Science,2000,11(1):82-87.
[13]
Wang Bo,Wu Chao,Hu Yaohua,et al.Relationship of first step height,step slope and cavity in X-shaped flaring gate piers[J].Journal of Hydrodynamics,Ser.B,2007,19(3):349-355.
[14]
Li Naiwen,Liu Chao,Deng Jun,et al.Theoretical and experimental studies of the flaring gate on the surface spillway in a high-arch dam[J].Journal of Hydrodynamics,Ser.B,2012,24(4):496-505.