[1] 刘焕芳.弯道自由水面形状的研究[J].水利学报,1990(4):46-50.
LIU Huanfang. Research on the shape of free water surface in curved roads[J]. Journal of Hydraulic Engineering, 1990(4): 46-50.
[2] 孙东坡,朱岐武,张耀先,等.弯道环流流速与泥沙横向输移研究[J].水科学进展,2006,17(1):61 -66.
SUN Dongpo, ZHU Qiwu, ZHANG Yaoxian, et al. Study of circulating velocity profile and lateral sediment transport in curved channels[J]. Advances in Water Science, 2006,17(1): 61-66.
[3] 张红武,吕昕.弯道水力学[M].北京:水利电力出版社, 1993.
ZHANG Hongwu, LYU Xin. Curved Hydraulics [M]. Beijing: Water Resources and Electric Power Press, 1993.
[4] 王平义,蔡金德,方铎,等.弯曲河道纵向垂线平均流速平面分布的研究[J].水动力学研究与进展 (A辑),1994,9(3):267-275.
WANG Pingyi, CAI Jinde, FANF Duo, et al. A study on the distribution of the depth-averaged longitudinal velocity in channel bends[J]. Journal of Hydrodynamics(A),1994,9(3):267- 275.
[5] 许光祥,童思陈,钟亮.弯道水面横比降沿程分布特性研究[J].水力发电学报,2009,28(4):114- 118.
XU Guangyang, TONG Sichen, ZHONG Liang. Study on the longitudinal distribution of water surface transverse slope in curved conduits[J]. Journal of Hydroelectric Engineering, 2009, 28 (4): 114-118.
[6] 童思陈,钟亮,许光祥.弯道水流环流结构的试验研究[J].水运工程,2009(10):32-35.
TONG Sichen, ZHONG Liang, XU Guangyang. Experimental study on the circulation configuration in curved conduit[J]. Port & Waterway Engineering, 2009(10): 32-35.
[7] И.Л.罗索夫斯基著.弯道水流的研究[J]. 尹学良, 译.泥沙研究,1958,3(1):83-95.
ROSOVSKY И.Л. Research on curved water flow [J]. YIN Xueliang, translate. Journal of Sediment Research,1958, 3 (1): 83-95.
[8] 刘焕芳.弯道纵向垂线平均流速的分布[J].泥沙研究,1992(4):24-34.
LIU Huanfang.The distribution of the depth-averaged longitudinal velocity in channel bends [J]. Journal of Sediment Research, 1992(4): 24-34.
[9] 王韦,许唯林,蔡金德.弯道水沙运动理论及应用[M].成都:成都科技大学出版社,1994.
WANG Wei, XU Weilin, CAI Jinde. Theory and Application of Water and Sediment Movement in Curved Roads [M]. Chengdu:Chengdu University of Science and Technology, 1994.
[10] ABHARI M N,GHODSIAN M, VAGHEFI M,et al. Experimental and numerical simulation of flow in a 90° bend[J]. Flow Measurement and Instrumentation,2010,21(3): 292-298.
[11] 波达波夫.波达波夫选集(第1卷)[M]. 中国科学研究院水工研究室,译.北京:水利电力出版社, 1958.37-41.
PODAPOV M B. Podapov Selected Works (Volume 1)[M]. Water Works, Chinese Academy of Sciences, translate. Beijing: Water Resources and Electric Power Press,1958:37-41.
[12] ENGELUND F. Flow and bed topography in channel bends[J].American Society of Civil Engineers, 1974,100 (11):1631-1648.
[13] ODGAARD A J . Meander flow model I:Development[J]. Journal of Hydraulic Engineering, 1986,112(12):1117-1136.
[14] 张耀先,丁新求,孙东坡.弯道水流横向流动与输沙研究[J].水利建设与管理,2003(4):76-78.
ZHANG Yaoxian, DING Xinqiu, SUN Dongpo. Study on lateral flow and sediment transport of curved water flow[J]. Water Resources Development & Management, 2003 (4): 76-78.
[15] 哈岸英,刘磊.明渠弯道水流运动规律研究现状[J].水利学报,2011,42(12):1462-1469.
HA Anying, LIU Lei. Research situation of water flow in bend open channel [J].Journal of Hydraulic Engineering, 2011, 42 (12): 1462-1469.
[16] 宋志尧.罗索夫斯基弯道环流公式的统一[J].水科学进展,2003,14(2):218-221.
SONG Zhiyao. Generality of the Rozovskiis formulas on circulation at river bends[J]. Advances in Water Science, 2003,14(2): 218-221.
[17] MAKAVEYVEV N I.River Bed and Erosion in Its Basin[M]. Moscow: Press of the Academy of Sciences of the USSR, 1975.
[18] 马淼,李国栋,宁健.小宽深比U型弯道环流试验研究[J].水利水电技术,2017,48(3):52-56.
MA Miao, LI Guodong, NING Jian.Experimental study on circulation flow of U-shape channel bend with small width-depth ratio[J].Water Resources and Hydropower Engineering,2017,48(3):52-56.
[19] JAMIESON E C D, RENNIE R D, TOWNSEND. 3D flow and sediment dynamics in a laboratory channel bend with and without stream barbs[J]. Journal of Hydraulic Engineering,2013,139(2):154-166.
[20] VAGHEFI M, AKBARI M, FIOUZ A R. An experimental study of mean and turbulent flow in a 180 degree sharp open channel bend: Secondary flow and bed shear stress[J]. KSCE Journal of Civil Engineers,2016,20(4):1582-1593.
[21] 李志威,方春明.弯道环流悬移质横向输沙公式研究[J].人民黄河,2011,33(8):25-27.
LI Zhiwei, FANG Chunming. Suspended load transverse transportation formula induced bend circulation[J]. Yellow River , 2011, 33(8): 25-27.
[22] 范小黎,师长兴,白建斌,等.黄河宁蒙段河道输沙率研究[J].泥沙研究,2015(6):27-33.
FAN Xiaoli, SHI Changxing, BAI Jianbin, et al. Study on sediment delivery rate in the Ningxia-Inner Mongolia reaches of the upper Yellow River[J].Journal of Sediment Research 2015(6):27-33.
[23] 卢金友,廖小永,王家生.模型几何变态对弯道悬移质泥沙冲淤变形影响试验研究[J].长江科学 院院报,2008,25(6):14-18.
LU Jinyou, LIAO Xiaoyong, WANG Jiasheng. Experimental study on effects of model geometrical distortion upon suspended sediment scouring and silting in bent reaches [J].Journal of Yangtze River Scientific Research Institute.2008,25(6):14-18.
[24] PARKER G. Discussion of “lateral bed load transport on side slopes” by Syunsuke Ikeda (November, 1982)[J]. Journal of Hydraulic Engineering, 1984, 110(2):197-199.
[25] 王洪杨,姚仕明,周儒夫.三峡水库下游荆江河段推移质输沙率计算方法分析[J].泥沙研 究,2017,42(1):6-11.
WANG Hongyang, YAO Shiming, ZHOU Rufu.Calculation method analysis on bed load transport rate in Jingjiang river downstream of the Three-Gorges Reservoir[J].Journal of Sediment Research,2017,42(1):6-11.
[26] MATHES G H. Basic aspects of stream-meanders[J].Eos, Transactions American Geophysical Union, 1941, 22(3):632-636.
[27] FRIEDKIN J. A Laboratory Study of the Meandering of Alluvial Rivers[R]. Vicksburg: US Waterways Experiment Station,1945.
[28] 李志威,方春明.弯道推移质横向输沙规律与床面平衡机理[J].水力发电学报,2012,31(3):119 -125.
LI Zhiwei, FANG Chunming. Bedload transverse transport and bed equilibrium mechanism in river bends[J]. Journal of Hydroelectric Engineering, 2012, 31(3): 119-125.
[29] 姚仕明,张玉琴.弯道推移质泥沙运动特性及其对河道演变的影响[J].长江科学院院 报,2001,18(3):11-13.
YAO Shiming, ZHANG Yuqin. Motion characteristics of bed load sediment in river bend and their effects on fluvial evolution[J].Journal of Yangtze River Scientific Research Institute,2001,18(3):11-13.
[30] 毛佩郁,毛昶熙.河湾水流与河床冲淤综合分析[J].水利水运科学研究,1999(1):98-107.
MAO Peiyu, MAO Changxi. Synthetical analysis of flow in river bend and bed scouring or silting[J]. Journal of Nanjing Hydraulic Research Institute, 1999(1): 98-107.
[31] 韩其为,吴岩,徐俊锋.弯道凹岸边壁上的泥沙起动[J].泥沙研究,2013(2):1-8.
HAN Qiwei, WU Yan, XU Junfeng. Incipient motion of sediment particles on concave bank slope [J]. Journal of Sediment Research, 2013(2): 1-8.
[32] WANG X K,LIU X. Experimental investigation of flow structures and bed deformation with small width-to-depth ratio in a bend flume[J]. KSCE Journal of Civil Engineers, 2016, 20(1): 497-508.
[33] VAGHEFI M, SAFARPOOR Y, HASHEMI SS, et al. Effects of relative curvature on the scour pattern in a 90° bend with a T-shaped spur dike using a numerical method[J]. International Journal of River Basin Management, 2015, 13(4): 501-514.
[34] 芮德繁. 连续弯道环流运动与泥沙冲淤特性的数值模拟及实验[D].成都:四川大学,2005.
RUI Defan. Numerical Model for Circumfluence and Movement of Sediment in Continuous Meandering River [D]. Chengdu:Sichuan University, 2005.
[35] SUGIYAMA H, HITOMI D, SAITO T. Numerical analysis of turbulent structure in compound meandering open channel by algebraic Reynolds stress model[J].International Journal for Numerical Methods in Fluids, 2010, 51(7):791-818.
[36] JING H, GUO Y, LI C, et al. Three-dimensional numerical simulation of compound meandering open channel flow by the Reynolds stress model[J].International Journal for Numerical Methods in Fluids, 2010, 59(8):927-943.
[37] 吴华莉,蒋陶,张小峰,等.弯曲型河道水流流速分布及阻力试验[J].武汉大学学报(工学版), 2011,44(3):293-297.
WU Huali, JIANG Tao, ZHANG Xiaofeng, et al. Experiment of flow velocity distribution and resistance in meandering channels[J]. Engineering Journal of Wuhan University , 2011, 44 (3): 293-297.
[38] 胡旭跃,张青松,马利军.过渡段对连续弯道水流影响的数值模拟[J].水科学进展,2011,22 (6):851-858.
HU Xuyue, ZHANG Qingsong, MA Lijun. Numerical simulation of influence of transition section on continuously curved channel flow[J].Advances in Water Science,2011,22(6):851 -858.
[39] TERMINI D, PIRAINO M. Experimental analysis of cross-sectional flow motion in a large amplitude meandering bend[J]. Earth Surface Processes and Landforms,2011,36:244-256.
[40] 吕岁菊,冯民权,李春光.天然连续弯道中水流运动的三维数值模拟[J].水利水运工程学 报,2013(5):10-16.
LYU Suiju, FENG Minquan, LI Chunguang.3-D numerical simulation of flow in natural meandering channel[J]. Hydro-Science and Engineering, 2013 (5): 10-16.
[41] 余明辉, 段文忠. 大型水利枢纽下游冲积河流水流动力轴线变化趋势[C]∥“三峡工程建成后 对长江中游的影响”专题论坛——2007中国科协年会分论坛之十.湖北省水利学会,2007.
YU Minghui, DUAN Wenzhong. Trend of flow dynamic axis of alluvial river downstream of large-scale water control project [C]∥ Impact of Three Gorges Project on the Middle Reaches of the Yangtze River after completion — Ten Papers of the Forum of 2007 Annual Conference of Chinese Association of Science and Technology. Society of Water Conservancy of Hubei Province, 2007.
[42] 覃莲超,余明辉,谈广鸣,等.河湾水流动力轴线变化与切滩撇弯关系研究[J].水动力学研究与进 展(A辑),2009,24(1):29-35.
QIN Lianchao, YU Minghui, TAN Guangming, et al. Discussion on the relation between the change of the flow dynamic axis and the bend bypassing and shoal cutting in the bend river course[J]. Chinese Journal of Hydrodynamics(A), 2009, 24 (1): 29-35.
[43] 张植堂,林万泉,沈勇健.天然河弯水流动力轴线的研究[J]. 长江水利水电科学研究院院 报,1984(1):47-57.
ZHANG Zhitang, LIN Wanquan, SHEN Yongjian. An approach on the main current belt of stream in river bend [J].Journal of Yangtze Water Conservancy & Hydroelectric Power Research Institute, 1984(1): 47-57.
[44] 景何仿,李春光,吕岁菊,等.黄河沙坡头连续弯道水沙实测结果分析[J].中国农村水利水 电,2009(7):13-17+21.
JING Hefang, LI Chunguang, LYU Suiju, et al.An analysis of the measured results concerning flow and sediment in continuous curves in Shapotou in the Yellow River [J].China Rural Water and Hydropower,2009(7):13-17+21.
[45] 刘鹏飞,李一兵,胡旭跃.弯曲河段推移质运动方式研究[J].交通科学与工程,2011,27(1):69-73.
LIU Pengfei, LI Yibing, HU Xuyue. Study on patterns of bed load movement in curved reaches[J].Journal of Transport Science and Engineering,2011,27(1):69-73.
[46] 周建银. 弯曲河道水流结构及河道演变模拟方法的改进和应用[D].北京:清华大学,2015.
ZHOU Jianyin. Improvement and Application of Prediction Methods for Flow Structure and Fluvial Processes in Meander Channels [D]. Beijing:Tsinghua University, 2015. |