[1] 周兴波,周建平,杜效鹄.美国奥罗维尔坝溢洪道事故分析与启示[J].水利学报,2019,50(5):650-660.(ZHOU Xing-bo,ZHOU Jian-ping,DU Xiao-hu.Lessons from the Oroville Dam Spillway Failure Analysis[J]. Journal of Hydraulic Engineering,2019,50(5):650-660.(in Chinese))
[2] 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 An-ying, LIU Lei. Research Situation of Water Flow in Bend Open Channel[J]. Journal of Hydraulic Engineering, 2011, 42(12): 1462-1469.(in Chinese))
[3] 樊 帆,牧振伟,张红红,等.溢洪道弯段糙条消能工消能率试验研究[J].长江科学院院报,2021,38(12):104-110.(FAN Fan,MU Zhen-wei,ZHANG Hong-hong,et al.Experimental Research on Energy Dissipation Rate of Rough Strip Energy Dissipator in Spillway Bend[J]. Journal of Yangtze River Scientific Research Institute, 2021, 38(12): 104-110.(in Chinese))
[4] 周 勤,伍 超,赵元弘,等.“S” 型溢洪道水流特性试验与数值模拟研究[J].水力发电学报,2005,24(3):78-82.(ZHOU Qin,WU Chao,ZHAO Yuan-hong,et al. Experiment and Numerical Simulation of Flow Characteristics in “S” style Spillway[J]. Journal of Hydroelectric Engineering, 2005, 24(3): 78-82.(in Chinese))
[5] 白玉川, 李 彬, 徐海珏, 等. 基岩弯曲河段洪水水流结构的试验研究[J]. 水科学进展, 2022, 33(1): 102-110.(BAI Yu-chuan, LI Bin, XU Hai-jue, et al. Hydrodynamic of Flood in Bedrock Bend Reach: Laboratory Experiment[J]. Advances in Water Science, 2022, 33(1): 102-110.(in Chinese))
[6] 柴文伟. 桥墩影响下的双弯道水流泥沙运动三维数值模拟研究[D]. 宜昌: 三峡大学, 2021.(CHAI Wen-wei. Three-dimensional Numerical Simulation of Flow and Sediment Movement in Double Curved Channel under the Influence of Piers[D]. Yichang: China Three Gorges University, 2021.(in Chinese))
[7] OTTEVANGER W, BLANCKAERT K, UIJTTEWAAL W S J. Processes Governing the Flow Redistribution in Sharp River Bends[J]. Geomorphology, 2012, 163/164: 45-55.
[8] 罗平安, 李 觅. 连续微弯弯道水力特性试验及模拟研究[J]. 长江科学院院报, 2019, 36(1): 55-59.(LUO Ping-an, LI Mi. Hydraulic Characteristics of Continuous Micro-bend Channel: Flume Experiment and Numerical Simulation[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(1): 55-59.(in Chinese))
[9] GHAZANFARI-HASHEMI R S,MONTAZERI NAMIN M,GHAEINI-HESSAROEYEH M,et al. A Numerical Study on Three-dimensionality and Turbulence in Supercritical Bend Flow[J]. International Journal of Civil Engineering, 2020, 18(3): 381-391.
[10] BLANCKAERT K, DE VRIEND H J. Turbulence Characteristics in Sharp Open-channel Bends[J]. Physics of Fluids, 2005, 17(5):1-15.
[11] MAATOOQ J S,HAMEED L K.2D Model to Investigate the Morphological and Hydraulic Changes of Meanders[J].Engineering and Technology Journal,2020,38(1):9-19.
[12] 陈启刚, 钟 强, 李丹勋, 等. 明渠弯道水流平均运动规律试验研究[J]. 水科学进展, 2012, 23(3): 369-375.(CHEN Qi-gang, ZHONG Qiang, LI Dan-xun, et al. Experimental Study of Open Channel Flow in a Bend[J]. Advances in Water Science, 2012, 23(3): 369-375.(in Chinese))
[13] 贾萍阳,牧振伟,李凡琦,等.糙条应用于弯段溢洪道内水力特性试验研究[J].水电能源科学,2020,38(2):118-121.(JIA Ping-yang,MU Zhen-wei,LI Fan-qi,et al. Hydraulic Characteristic Study about Roughness Strip in Applied to Curved Spillway[J]. Water Resources and Power,2020,38(2):118-121.(in Chinese))
[14] 张红红, 牧振伟, 李凡琦, 等. 糙条消能工对弯道水流动能调整试验研究[J]. 水资源与水工程学报, 2020, 31(3): 162-168.(ZHANG Hong-hong, MU Zhen-wei, LI Fan-qi, et al. Experimental Study on the Flow Energy Adjustment with Rough Strip Energy Dissipators in a Curved Channel[J]. Journal of Water Resources and Water Engineering, 2020, 31(3): 162-168.(in Chinese))
[15] 张 靖,滕晓敏,张庆华.透水斜槛参数对溢洪道弯道水流改善效果的影响[J].水利水电科技进展,2022,42(3):25-31.(ZHANG Jing,TENG Xiao-min,ZHANG Qing-hua.Impact of Permeable Oblique Sill Parameters on Bend Flow Improvement Effect in a Spillway[J]. Advances in Science and Technology of Water Resources,2022,42(3):25-31.(in Chinese))
[16] 李凡琦, 牧振伟, 孙德旭, 等. 基于正交设计的糙条消能工评价方法[J]. 排灌机械工程学报, 2020, 38(5): 481-487.(LI Fan-qi, MU Zhen-wei, SUN De-xu, et al. Orthogonal Design of Experiment-based Evaluation Method for Rough-strip Energy Dissipators[J]. Journal of Drainage and Irrigation Machinery Engineering, 2020, 38(5): 481-487.(in Chinese))
[17] 吴华莉, 陈翠霞, 金中武, 等. 基于Fluent的连续弯道水流三维数值模拟[J]. 武汉大学学报(工学版), 2013, 46(5): 599-603.(WU Hua-li, CHEN Cui-xia, JIN Zhong-wu, et al. Three-dimensional Numerical Simulation of Flow in Successive Bends Based on Fluent[J]. Engineering Journal of Wuhan University, 2013, 46(5): 599-603.(in Chinese))
[18] 曹玉芬,白玉川,高术仙.连续弯道水槽水流结构与床面形态试验研究[J].天津大学学报(自然科学与工程技术版),2020,53(12):1226-1235.(CAO Yu-fen,BAI Yu-chuan,GAO Shu-xian.Experimental Study of Flow Structure and Bed Topography in Continuous Curve Flume[J]. Journal of Tianjin University (Science and Technology),2020,53(12):1226-1235.(in Chinese))
[19] 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 Guang-xiang, TONG Si-chen, 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.(in Chinese))