Wu W M,Wang Sam S Y.Movable bed roughness in alluvial riv-ers[J].Journal of Hydraulic Engineering,ASCE,1999,125(12):1309-1312.
[2]
Benoit C,Atilla B,Magnus L.Equivalent roughness height forplane bed under steady flow[J].Journal of Hydraulic Engineer-ing,ASCE,2006,132(11):1146-1158.
[3]
Vanoni V A,Hwang L S.Relation between bed forms and frictionin streams[J].Journal of the Hydraulics Division,1967,93(3):121-144.
[4]
Chang F M.Ripple concentration and friction factor[J].Journalof the Hydraulics Division,ASCE,1970,96(2):417-430.
[5]
Shen H W,Fehlman H M,Mendoza C.Bed form resistances inopen channel flow[J].Journal of Hydraulic Engineering,ASCE,1990,116(6):799-815.
[6]
郭俊克,惠遇甲.沙垄阻力的理论分析与试验研究[J].水动力学研究与进展,1990(1):1-12.
[7]
GUO Jun-ke,HUI Yu-jia.Theoretical analysis and experimentalstudy on resistance of dunes[J].Journal of Hydrodynamics,1990(1):1-12.
DUAN Guo-hong,WANG Gui-xian.Experiment study on bedforms and flow resistance for light-weight materials with differentdensities[J].Journal of Sediment Research,1994(2):112-119.
[10]
Raudkivi A J.Study of sediment ripple formation[J].Journal ofthe Hydraulics Division,ASCE,1963,89(6):15-33.
[11]
Rifai M F,Smith K V H.Discussion of“Pressure fluctuations inreattaching flow”by R.Narayana and A.J.Reynolds[J].Jour-nal of the Hydraulics Division,ASCE,1969,95(5):1747-1750.
[12]
Rifai M F,Smith K V H.Flow over triangular elements simulatingdunes[J].Journal of the Hydraulics Division,ASCE,1971,97(7):963-976.
[13]
Wang K C.Flow characteristics over alluvial bed forms[D].The-sis presented to Colorado State University,at Fort Collins,Colorad-o,in partial fulfillment of the requirements for the degree of Doctorof Philosophy American:Ann Arbor,1984.
[14]
Van Rijn L C.Sediment Transport,Part I:Bed Load Transport[J].Journal of the Hydraulics Division,ASCE,1984,110(10):1431-1456.
[15]
Van Rijn L C.Sediment Transport,Part III:Bed forms and Allu-vial Roughness[J].Journal of the Hydraulics Division,ASCE,1984,110(12):1733-1754.
[16]
秦荣昱,王崇浩.河流推移质运动理论及应用[M].北京:中国铁道出版社,1996.
[17]
Einstein H A,Barbarossa N L.River channel roughness[J].Transaction,ASCE,1952,117:1121-1146.
[18]
Alam A M Z,Kennedy J F.Friction factors for flow in sand-bedchannels[J].Journal of the Hydraulics Division,ASCE,1969,95(6):1973-1992.
[19]
Engelund F.Hydraulic resistance of alluvial streams[J].Journal ofthe Hydraulics Division,ASCE,1966,92(4):77-100.
[20]
钱宁,万兆惠.泥沙运动力学[M].北京:科学出版社,1983.
[21]
黄才安,顾春锋.动床沙粒阻力计算的研究[J].水力发电学报,2008,27(1):74-78.
[22]
HUANG Cai-an,GU Chun-feng.Study on the sand-grain resist-ance on movable bed[J].Journal of Hydroelectric Engineering,2008,27(1):74-78.
[23]
Lovera F,Kennedy J F.Friction-factors for flat-bed flows in sandchannels[J].Journal of the Hydraulics Division,ASCE,1969,95(4):1227-1234.
[24]
Van Rijn L C.Equivalent roughness of alluvial bed[J].Journal ofthe Hydraulics Division,ASCE,1982,108(10):1215-1218.
[25]
Wilson K C.Mobile-bed friction at high shear stress[J].Journalof Hydraulic Engineering,ASCE,1989,115(6):825-830.
[26]
Yen B C.Open channel flow resistance[J].Journal of HydraulicEngineering,ASCE,2002,128(1):20-38.
[27]
赵连白,袁美琦.床面形态与河床阻力关系[J].水道港口,1999(2):19-24.
[28]
ZHAO Lian-bai,YUAN Mei-qi.Relationship between bed formsand resistance[J].Journal of Waterway and Harbor,1999(2):19-24.
[29]
喻国良,敖汝庄,郑丙辉,等.冲积河床的河床阻力[J].水利学报,1999(4):1-8.
[30]
Ning Chien,WAN Zhao-hui.Mechanics of Sediment Transport[M].2nd Edition,U.S.:ASCE Press,1977.
[31]
Van Rijn L C.Principles of sediment transport in rivers,estuariesand coastal seas[M].The Netherlands:Aqua,1993.
[32]
YU Guo-liang,AO Ru-zhuang,ZHENG Bin-hui,et al.Bed resist-ance of alluvial channel[J].Journal of Hydraulic Engineering,1999(4):1-8.
[33]
Wilson K C.Analysis of bed-load motion at high shear stress[J].Journal of Hydraulic Engineering,ASCE,1987,113(1):97-103.
[34]
Bayram A,Camenen B,Larson M.Equivalent roughness undersheet flow conditions[Z].American:Clearwater Beach,Fla,2003.
[35]
Engelund F.Closure to Hydraulic resistance of alluvial streams[J].Journal of the Hydraulics Division,ASCE,1967,93:287-296.
[36]
王士强.冲积河渠床面阻力试验研究[J].水利学报,1990(12):18-29.
[37]
WANG Shi-qiang.Experimental study on hydraulic resistance ofalluvial streams[J].Journal of Hydraulic Engineering,1990(12):18-29.
[38]
Engelund F,Hansen E.A monograph on sediment transport inalluvial streams[R].Copenhagen:Teknisk Folag,1967:1-62.
[39]
Guy H P,Simons D B,Richardson E V.Summary of alluvialchannel data from flume experiments(1956-1961)[R].American:US Geological Survey,Washington D C,1966.
[40]
Engelund F,Fredsoe J.Sediment ripples and dunes[J].AnnualReview of Fluid Mechanics,1982(14):13-37.
[41]
Brownlie W R.Flow depth in sand-bed channels[J].Journal ofthe Hydraulics Division,ASCE,1983,109(7):959-990.
[42]
乐培九,闫金祥,杨细根.长江中下游阻力估算公式的选择[J].水道港口,1992(2):16-21.
[43]
YUE Pei-jiu,YAN Jin-xiang,YANG Xi-gen.Selection of formulasof the resistance for middle and lower Yangtze River[J].Journal ofWaterway and Harbor,1992(2):16-21.
[44]
范宝山.泥沙输移的理论研探[J].泥沙研究,1995(3):72-78.
[45]
FAN Bao-shan.A theoretical study on sediment transport[J].Journal of Sediment Research,1995(3):72-78.
