[1] Hsieh T.Resistance of Cylinder Piers in Open-channel Flow[J].J Hydraul Div,1964,90(HY1):161-173.
[2] Li R M,Shen H W.Effect of Tall Vegetation on Flow and Sediment[J].J Hydraul Div,1973,99(5):793-814.
[3] Reew O,Palmer V J.Flow of Water in Channels Protected by Vegetative L ining[R].Tech.Bull.967.U.S.Dept.of Agreulture Soil Conservation Service.Washington.D.C.1949.
[4] Kouwen N,Unny T E.Flexible roughness in open channels[J].ASCE Journal of the Hydraulics Division,1973,99(HY5):713-728.
[5] Kouwen N.Modern Approach to Design of Grassed Channels[J].J Irrig Drain Eng,1992,118(5):713-743.
[6] Kouwen N,Li R T E.Biomechanics of vegetative channel linings[J].ASCE Journal of the Hydraulics Division,Vol,1980,106(HY6):1 085-1 103.
[7] Kouwen N,Fathi-Moghadam M.Friction Factors for Coniferous Trees along Rivers[J].Journal of Hydraulic Engineering,2000,126(10):732-740.
[8] Kouwen N,Unny T E,Hill H M.Flow retardance in vegetated channels[J].ASCE Journal of Irrigation and Drainage Division,1969,95(IR2):329-342.
[9] Fathi-Maghadam,Kouwen N.Nonrigid Nonsubmerged Vegetative Roughness on Floodplains[J].J.Hydr.Engrg,ASCE,1997,123(1):51-57.
[10] Nepf H M,Vivoni E R.Flow structure in depth-limited,vegetated flow[J].Journal of Geophysical Research,2000,105(C12):28 547-28 557.
[11] Marco Ghisalberti,Heidi M.Nepf.Mixing layer and coherent structures in vegetated aquatic flows[J].Journal of Geophysical Research,2002,107(C2):1-11.
[12] Nepf H M.Drag,turbulence,and diffusion in flow through emergent vegetation[J].Water Resources Research,1999,35(2):479-489.
[13] Velasco D,Bateman A,Redondo J M,et al.An open channel flow experimental and theorical study of resistance and turbulent characterization over flexible vegetated linings[R].Technical Univ Catalonia(UPC),November 15,2001.
[14] Iehisa Nezu,Kouki Onitsuka,Turbulent structures in partly vegetated open-channel flows with LDA and PIV measurements[J].Journal of hydraulic research,2001,39(6):629-642.
[15] Naot D,Nezu I,Nakagawa H.Hydrodynamic behavior of partially vegetated open channels[J].Journal of Hydraulic Engineering,1996,122(11):625-633.
[16] Naot D,Nezu I,Nakagawa H.Unstable Pattern in Partly Vegetated Channels[J].J Hydr Engrg,ASCE,1996,122(11):671-673.
[17] Nadaokak K,Yagi H.Shallow-water turbulence modeling and horizontal large-eddy computuation of river flow[J].J Hydraul Eng,1988,124(5):496-503.
[18] Cui J,Neary V S.Large eddy simulation(LES) of fully developed flow through vegetation[A].Hydroinformatics Proceedings of the Fifth International Conference on Hydroinformatics[C].Cardiff,UK:2002.39-44.
[19] 黄本胜,赖冠文,邱静,等.河滩种树对行洪影响试验研究[J].水动力学研究与进展A辑,1999,14(4):468-474.
[20] 石月珍.河滩种树的复式断面河道水流特性研究[D].乌鲁木齐:新疆农业大学,2002.
[21] 王忖.有植物的河道水流试验研究[D].南京:河海大学,2003.
[22] 拾兵,付强,管叔尤.植物对明渠水流的影响[J].西南民族学院院报(自然科学版),1998,24(4):354-357.
[23] 时钟,李艳红.含植物河流平均流速分布的实验研究[J].上海交通大学学报,2003,37(8):1 254-1 260.
[24] 倪汉根,顾峰峰.湿地非淹没芦苇水流阻力的试验研究[J].水动力学研究与进展A辑,2005,20(2):167-173.
[25] 拉尼亚(Laounia Nehal)(阿尔及尼亚).非淹没植物水流特性研究[D].南京:河海大学,2005.
[26] 程莉.植树护岸条件下河道水流的数值模拟[D].南京:河海大学,2002.
[27] 宿晓辉,张建新,李志伟,等.带有植物的河道水流浅水紊流运动大涡模拟[J].大连理工大学学报,2003,43(2):223-229.