[1] YOSSEF F M. The Effect of Groynes on Rivers: Literature Review. USA: Hydraulic Engineering, 2002:1-10.
[2]窦国仁. 丁坝回流及其相似律的研究.水利水运科技情报, 1978, (3): 1-24. (DOU Guo-ren. An Investigation on the Whirlpool Flow and Its Similarity Laws. Pearl River, 1978,(3): 1-24.(in Chinese))
[3] 陆永军, 周耀庭. 丁坝下游恢复区流场初探.水动力学研究与进展:A辑, 1989, 4(3): 70-78.(LU Yong-jun, ZHOU Yao-ting. Study on Velocity Field near Redeveloping Region behind Groin-Like Structures. Journal of Hydrodynamics: A, 1989, 4(3): 70-78. (in Chinese))
[4] 张定邦. 丁坝回流长度的初步探讨. 水道港口, 1983, (4): 9-12. (ZHANG Ding-bang. Analysis on Length of Whirlpool Flow Behind Dikes. Journal of Waterway and Harbor, 1983, (4): 9-12. (in Chinese))
[5] 孔祥柏, 胡美英,吴济难,等. 丁坝对水流影响的试验研究. 水利水运科学研究, 1983, (2): 67-77. (KONG Xiang-bo, HU Mei-ying, WU Ji-nan, et al. Influences Imposed on Flow with Groins. Pearl River, 1983,(2):67-77. (in Chinese))
[6] 程年生, 李昌华. 有边坡丁坝回流试验研究. 水利水运科学研究, 1991, (2): 123-132. (CHENG Nian-sheng, LI Chang-hua. Experimental Studies on Whirlpool Flow Behind Dikes with Side Slope. Journal of Waterway and Harbor, 1991, (2): 123-132. (in Chinese))
[7] 乐培九, 李旺生,杨细根. 丁坝回流长度. 水道港口, 1999, (2): 3-9. (YUE Pei-jiu, LI Wang-sheng, YANG Xi-gen. Length of Whirlpool Flow Behind Dikes. Journal of Waterway and Harbor, 1999, (2): 3-9. (in Chinese))
[8] 韩玉芳, 陈志昌. 丁坝回流长度的变化. 水利水运工程学报, 2004, (3): 33-36. (HAN Yu-fang, CHEN Zhi-chang. Variation of Re-circulation Length of Spur Dikes. Hydro-science and Engineering, 2004, (3): 33-36. (in Chinese))
[9] 陈稚聪, 黑鹏飞,丁 翔,等. 丁坝回流区水流紊动强度试验. 清华大学学报(自然科学版), 2008, 48(12): 2053-2056. (CHEN Zhi-cong, HEI Peng-fei, DING Xiang, et al. Turbulence Intensity Measurements in the Back Flow Region around a Spur Dike. Journal of Tsinghua University (Science and Technology), 2008, 48(12): 2053-2056. (in Chinese))
[10]ETTEMA R,MARIAN M.Scale Effects in Flume Experiments on Flow around a Spur Dike in Flatbed Channel. Journal of Hydraulic Engineering, 2004, 130(7): 635-646
[11]UIJTTEWAAL W S J, LEHMANN D, MAZIJK A. Exchange Processes between a River and Its Groyne Fields: Model Experiments. Journal of Hydraulic Engineering, 2001,127(11): 928-936.
[12]YOSSEF M F M, HUIB J. Sediment Exchange between a River and Its Groyne Fields: Mobile-bed Experiment. Journal of Hydraulic Engineering, 2010, 136(9): 610-625.
[13]THIEMANN K, YOSSEF M F, BARKDOLL B. A Laboratory Study of the Effects of Groyne Height on Sediment Behavior in Rivers∥Proceedings of the World Water and Environmental Resources Congress 2005: Impacts of Global Climate Change. Anchorage, Alaska, United States, May 15-19, 2005: 1-12.
[14]KOKEN M. An Investigation of the Flow and Scour Mechanisms around Isolated Spur Dikes in a Shallow Open Channel: 2. Conditions Corresponding to the Final Stages of the Erosion and Deposition Process. Water Resources Research, 2008, 44(8): 1-16.
[15]FOX J F, PAPANICOLAOU A N, KJOS L. Eddy Taxonomy Methodology around a Submerged Barb Obstacle within a Fixed Rough Bed. Journal of Engineering Mechanics, 2005, 131(10): 1082-1101.
[16]JAMIESON E C, RENNIE C D, TOWNSEND R D. Turbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs. Journal of Hydraulic Engineering, 2013, 139(3): 259-268.
[17]YOSSEF M F M, DE VRIEND H J. Flow Details near River Groynes: Experimental Investigation. Journal of Hydraulic Engineering, 2011, 137(5): 504-516.
[18]AZINFAR H, KELLS J A. Backwater Prediction due to the Blockage Caused by a Single, Submerged Spur Dike in an Open Channel. Journal of Hydraulic Engineering, 2008, 134(8): 1153-1157.
[19]CHRISTODOULOU G C. Equivalent Roughness of Submerged Obstacles in Open-Channel Flows. Journal of Hydraulic Engineering, 2014, 140(2): 226-230
[20]McCOY A, CONSTANTINESCU G, WEBER L. Hydrodynamics of Flow in a Channel with Two Lateral Submerged Groynes∥Proceedings of the World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat. Tampa, Florida, United States, May 15-19, 2007: 1-11.
[21]JAMIESON E C, RENNIE C D, TOWNSEND R D. 3D Flow and Sediment Dynamics in a Laboratory Channel Bend with and without Stream Barbs. Journal of Hydraulic Engineering, 2013, 139(2): 154-166.
[22]ODGAARD A J, WANG Ya-lin. Sediment Management with Submerged Vanes. I: Theory. Journal of Hydraulic Engineering, 1991, 117(3): 267-272.
[23]ODGAARD A J, WANG Ya-lin. Sediment Management with Submerged Vanes. II: Applications. Journal of Hydraulic Engineering, 1991, 117(3): 284-302.
[24]汪德胜. 漫水丁坝局部冲刷的研究. 水动力学研究与进展, 1988, (2): 60-69. (WANG De-sheng. Study of Local Scour around Submerged Spur-dikes. Journal of Hydrodynamics,1988, (2): 60-69. (in Chinese))
[25]DUAN J G. Mean Flow and Turbulence around a Laboratory Spur Dike. Journal of Hydraulic Engineering, 2009, 135(10): 803-811.
[26]于守兵.淹没丁坝对水流结构的调整作用研究. 南京:南京水利科学研究院, 2010. (YU Shou-bin. Impact of Submerged Spur Dike on Flow Structure. Nanjing: Nanjing Hydraulic Research Institute, 2010. (in Chinese))
[27]WHITMAN H, HOOPES J, POGGI D, et al. Demonstration and Field Evaluation of Streambank Stabilization with Submerged Vanes∥Proceedings of the Wetlands Engineering and River Restoration Conference 2001. Reno, Nevada, United States, August 27-31, 2001: 1-12.
[28]ODGAARD A J, MOSCONI C E. Streambank Protection by Submerged Vanes. Journal of Hydraulic Engineering, 1987, 113(4): 520-536.
[29]RODRIGUE-GERVAIS K, BIRON P M, LAPOINTE M F. Temporal Development of Scour Holes around Submerged Stream Deflectors. Journal of Hydraulic Engineering, 2011, 137(7): 781-785.
[30]李志江, 段 婓, 李伟林. X型排在长江中下游护滩工程中的应用. 水运工程, 2007, (4): 88-89. (LI Zhi-jiang, DUAN Pei, LI Wei-lin. Application of X-shape Mattress in Beach Protection Project on the Middle & Lower Reaches of the Yangtze River. Port & Waterway Engineering, 2007,(4): 88-89. (in Chinese))
[31]刘怀汉, 付中敏, 陈 婧,等. 长江中游航道整治建筑物护滩带稳定性研究∥中国水利学会第三届青年科技论坛,成都, 2007. (LIU huai-han, FU Zhong-min, CHEN Qian,et al. Studies on Stabilities of Beach Protection Belt in the Middle Yangtze River∥Proceedings of the Third China Hydraulic Youth Science Forum, Chengdu, 2007. (in Chinese))
[32]陈 飞, 郑 力, 蔡大富,等. 长江中游沙质河床航道整治护滩带破坏机理及对策研究. 水运工程, 2012, (10): 81-86. (CHEN Fei, ZHENG Li, CAI Da-fu,et al. Failure Mechanism and Countermeasure Investigation of Beach Protection Belt in Channel Regulation in the Middle Yangtze River. Port & Waterway Engineering, 2012, (10): 81-86. (in Chinese))
[33]曹 棉. 软体排在长江航道整治工程中的应用. 水运工程, 2004, (9): 70-73. (CAO Mian. Application of Flexible Mattress in Waterway Regulation Engineering of the Yangtze River. Port & Waterway Engineering, 2004,(9):70-73. (in Chinese))
[34]李文全. 长江航道整治边滩守护及护底工程关键技术研究报告.武汉:长江航道局,2009. (LI Wen-quan. Report of Key Techniques on Beach and Riverbed Protection in Yangtze River. Wuhan: Yangtze River Navigation Bureau, 2009. (in Chinese))
[35]张秀芳, 王平义,王伟峰,等. 软体排护滩带的护滩效果研究.水运工程, 2010, (12): 98-103. (ZHANG Xiu-fang, WANG Ping-yi,WANG Wei-feng, et al. Beach Protection with Flexible Mattress Beach Protection Belt. Port & Waterway Engineering, 2010, (12): 98-103. (in Chinese))
[36]WILLIAMS A N. Hydrodynamic Interactions between Submerged Cylinders. Journal of Waterway, Port, Coastal,& Ocean Engineering, 1987.113(4): 364-380.
[37]WALLERSTEIN N P, ALONSO C V, BENNETT S J, et al. Surface Wave Forces Acting on Submerged Logs. Journal of Hydraulic Engineering, 2002, 128(3): 349-353.
[38]JIANG Sheng-chao, GOU Ying, TENG Bin, et al. Analytical Solution of a Wave Diffraction Problem on a Submerged Cylinder. Journal of Engineering Mechanics, 2014, 140(1): 225-232.
[39]DEY S, RAIKAR R V, ROY A. Scour at Submerged Cylindrical Obstacles under Steady Flow. Journal of Hydraulic Engineering, 2008, 134(1): 105-109.
[40]TANG C J, CHANG J H. Flow Separation during Solitary Wave Passing over Submerged Obstacle. Journal of Hydraulic Engineering, 1998, 124(7): 742-749.
[41]严 斌, 林红星,宁德志. 波浪对淹没水平圆柱作用的非线性数值模拟.海洋科学进展, 2013, (3): 319-325. (YAN Bin, LIN Hong-xing, NING De-zhi. Nonlinear Numerical Simulation of Wave Action on Submerged Horizontal Cylinder. Advances in Marine Science, 2013, (3): 319-325. (in Chinese))