[1] 刘松华. 弯道急流的数值模拟 [D]. 南京: 河海大学, 2006. [2] 吴修广, 沈永明, 潘存鸿. 天然弯曲河流的三维数值模拟[J]. 力学学报, 2005, 37(6): 689-696. [3] Barbhuiya A K, Talukdar S.Scour and three dimensional turbulent flow fields measured by ADV at a 90° horizontal forced bend in a rectangular channel[J]. Flow Measurement and Instrumentation (S0955-5986), 2010, 21(3): 312-321. [4] 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. [5] 檀会春, 张华庆. 弯道横向环流试验及分析[J]. 水道港口, 2010, 31(1): 30-35. [6] Begnudelli L, Valiani A, Sanders B F.A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends[J]. Advances in Water Resources (S0309-1708), 2010, 33(1): 17-33. [7] 张明亮, 沈永明. RNG k-ε湍流模型在三维弯曲河流中的应用[J]. 水力发电学报, 2007, 26(5): 86-91. [8] 何婷婷, 汪有科, 史志鹏, 等. 丁坝对弯道水流水力特性影响的研究[J]. 人民黄河, 2011, 33(12): 109-114. [9] 郭维东, 周阳, 梁岳, 等. 丁坝对弯道水流紊动强度影响的试验研究[J]. 水电能源科学, 2005, 23(5): 70-72. [10] 薛海, 于领, 赵磊. 丁坝布设对弯道水沙运动的影响[J]. 华北水利水电学院学报, 2011, 32(2): 19-22. [11] Wu B S, Wang G Q, Ma J M, et al.Case study: River training and its effects on fluvial processes in the Lower Yellow River. China[J]. Hydraul Eng ASCE (S0733-9429), 2005, 131(2): 85-96. [12] 魏文礼, 戴会超. 紊流模型理论及工程应用 [M]. 西安: 陕西科学技术出版社, 2006. [13] 戴会超, 王玲玲, 魏文礼, 等. 线性波中二维射流的大涡模拟[J]. 华中科技大学学报(自然科学版), 2006, 34(9): 45-47. [14] Shen Y M, Ng C O, Zheng Y H.Simulation of wave propagation over a submerged bar using the VOF method with a two-equation k-ε turbulence modeling[J]. Ocean Engineering (S0029-8018), 2004, 31(1): 87-95. [15] 袁丽蓉, 沈永明, 郑永红. 用VOF方法模拟横流下窄缝紊动射流[J]. 海洋学报(中文版), 2005, 27(4): 155-160. [16] Ghodsian M, Vaghefi M.Experimental study on scour and flow field in a scour hole around a T-shape spur dike in a 90 bend[J]. International Journal of Sediment Research (S1001-6279), 2009, 24(2): 145-158. [17] Abhari M N, Ghodsian M, Vaghefi M, et al.Experimental and numerical simulation of flow in a 90 bend[J]. Flow Measurement and Instrumentation (S0955-5986), 2010, 21(3): 292-298. [18] 孙一, 赵小娥, 王协康. 弯道水流对下游回水响应特征试验研究[J]. 水科学进展, 2010, 21(5): 600-605. |