[1] 肖兴斌.底流水跃消能在工程中的应用与发展述评[J].人民珠江,1991,(3):22-27.(XIAO Xing-bin. Application and Development of Underflow Hydraulic Jump Energy Dissipation in Engineering [J]. Pearl River, 1991, (3): 22-27.(in Chinese))
[2] 陈椿庭.高坝大流量泄洪建筑物[M].北京:水利电力出版社,1988.(CHEN Chun-ting. Flood Discharge Structures of High Dam with Large Flow[M]. Beijing: Water Resources and Electric Power Press, 1988.(in Chinese))
[3] 吴持恭.水力学(下册)[M] .北京:高等教育出版社,1983.(WU Chi-gong. Hydraulics(Second Edition)[M]. Beijing: Higher Education Press, 1983.(in Chinese))
[4] 张志昌.水力学[M].北京:中国水利水电出版社,2011.(ZHANG Zhi-chang. Hydraulics[M]. Beijing: China Water Power Press, 2011.(in Chinese))
[5] 郭子中.消能防冲原理与水力设计[M].北京:科学出版社,1982.(GUO Zi-zhong. Energy Dissipation Principle and Hydraulic Design[M]. Beijing: Science Press, 1982.(in Chinese))
[6] 李鉴初,杨景芳.水力学教程[M].北京:高等教育出版社,1995.(LI Jian-chu, YANG Jing-fang. Tutorial of Hydraulics[M]. Beijing: Higher Education Press, 1995.(in Chinese))
[7] 倪汉根,刘亚坤.击波、水跃、跌水、消能[M].大连:大连理工大学出版社,2008.(NI Han-gen, LIU Ya-kun. Shock Wave, Hydraulic Jump, Plunge, and Energy Dissipation[M]. Dalian: Dalian University of Technology Press, 2008.(in Chinese))
[8] 谭振宏.消力池水力计算新法[J].重庆交通学院学报,1990,9(4):68-72.(TAN Zhen-hong. A New Method of Hydraulic Computation for Stilling Basin Design[J]. Journal of Chongqing Jiaotong University, 1990,9(4): 68-72.(in Chinese))
[9] 崔 忠,马铁成.浅议坎式消力池的水力计算[J].广西水利水电,2011,(6):26-30.(CUI Zhong, MA Tie-cheng. Discussion of Hydraulic Calculation for Sill-type Stilling Basin[J]. Guangxi Water Resources Hydropower Engineering, 2011, (6): 26-30.(in Chinese))
[10]王永昌.底流消能水力计算[C]∥泄水工程与高速水流情报网第三届全网大会论文集,1990:261-270.(WANG Yong-chang. Hydraulic Calculation of the Underflow Energy Dissipation[C]∥Proceedings of the Third Conference of Drainage Engineering and High-speed Flow Information Network, 1990: 261-270.(in Chinese))
[11]马淑珠,宋怀兴. 多级坎式消能池的水力设计[J] .东北水利水电,1996,(2):15-26.(MA Shu-zhu, SONG Huai-xing. Hydraulic Design of Multi-level Sill-type of Stilling Basin[J]. Water Resource Hydropower of Northeast China, 1996, (2): 15-26.(in Chinese))
[12]武永昌.消力池深(坎高)的迭代计算[J] .陕西水利,1987,(3):28-33.(WU Yong-chang. Iterative Calculation on the Depth (Sill Height) of Stilling Basin[J] .Shannxi Water Resources, 1987, (3): 28-33.(in Chinese))
[13]张怡霞,何志涛.铜街子溢流坝护坦消力坎设计[J].水电站设计,1989,(3):40-43.(ZHANG Yi-xia, HE Zhi-tao. Design of Apron Energy Dissipation Sill in the Tongjiezi Spillway[J]. Design of Hydroelectric Power Station, 1989, (3): 40-43.(in Chinese))
[14]HABIBZADEH A, WU S, ADE F, et al. Exploratory Study of Submerged Hydraulic Jumps with Blocks[J]. Journal of Hydraulic Engineering, 2011, 137(6): 706-710.
[15]MANOOCHEHR F M, SADEGH H, BABAK L A, et al. Reduction of Stilling Basin Length with Tall End Sill[J]. Journal of Hydrodynamics, 2011, 23(4): 498-502.
[16]MOHAMED A N. Modeling of Free Jumps Downstream Symmetric and Asymmetric Expansions: Theoretical Analysis and Method of Stochastic Gradient Boosting[J]. Journal of Hydrodynamics, 2010, 22(1): 110-120.