[1]Allen J R L .River bedforms: progress and problems. In: Collison J D, Lewin J(Eds).Modern and Ancient Fluvial Systems. International Association of Sedimentologists, Special Publication. 6, 1983. 19-34. [2]Berne S, Castaing P, Drezen E L, et al. Morphology, internal structure, and reversal of asymmetry of large subtidal dunes in the entrance to Cironde estuary(France).J Sedimentary Petrology, 1993, 63(5):780- 793. [3]Dalrymple R W, Knigght R J, Zaitlin B A,et al. Dynamics and fades model of a macrotidal sand-bar complex, Cobequid Bay-Salmon River Estuary(Bay of Fundy).Sedimentology, 1990, 37: 577-612. [4]Kostaschhuk R A, Church M A.Macroturbulence generated by dunes: Fraser River, Canada. Sedimentary Ceology, 1993, 85: 25-37. [5]Harris P T.Riversal of subtidal dune asymmetries caused by seasonally reversing wind-driven currents in Torres Strait,northestern Australia. Continental Shelf Research,1991, 11:655-662. [6]冯文科,黎维峰.南海北部海底沙波地貌.热带海洋,1994,13 ( 3):40- 46. [7]刘振夏,夏东兴,汤毓祥,等.渤海东部全新世潮流沉积体系.中国科学(B辑),1994,24(12): 1331- 1338. [8]Yang C S, Sun J S. Tidalsand ridges on the East China Seashelf. In: De Boer P L, A Van Celder,Nio S D(eds). Tide-Influenced Sedimentary Environments and Facies. Reidel D Publication, 1988. 23-38. [9]Dyer K R. Coastal and Estuarine Sediment Dynamics. A Wiley-Interscience Publication, John Wiley&Sons,1986. 272- 283. [10]钱宁, 万兆惠著.泥沙运动力学.北京:科学出版社,1991. 151-165; 537-569. [11]Pietrzali J D, Kranenburg C, Abraham C.Resonant internal w aver in fluid flow.Nature, 1990, 344:844- 847. [12]Nordin C F J. Alluvial channel bed forms. In: Shen HW(eds).Stochastic Approaches to Water Resourches,1976., 2( 24):1-30. [13]Levey R A,Kjerfve B, Cetzen R T .Comparison of bed form variance spectra within a meander bend during flood and average discharge. ,J Sedimentary Petrology, 1980, 50( 1):149- 155. [14]Oven M W,Thorn M F C. Effects of waves on sand transport by currents. Proc 16th Coastal Engineering Conf, ASCE, 1978. 1675-1687. [15]Bagnold R A. Sedimentation: beach and near-shore processes. In: Hill M N(Eds).The Sea. New York.Wilev-Interscience, 1963.507-529. [16]Cadd P E, Lavell J W, Swift D J P. Estimates of sand transport on the New York shelf using near-bottom current meterobservations. J Sedimentary Petrology, 1978, 48: 239-252. [17]Bijker E W .Some considerations about scales for coastal models with movable beds. Report No 50, Delft Hydraulics Laboratory, 1967. 142. [18]Swart D H. Coastal sediment transport: computation of longshore transport. Rep No 968,Waterloopkundig Laboratorium( Delft Hydraulics Laboratory),1976. 61. [19]Jonsson I C.Waye boundary layers and friction factors Proc. 10th Coastal Engineering Conf, ASCE, 1966, 1:127-148. [20]Marisen O S, Crant W D. Sediment transport in the coastal environment. Rep No 209,Ralph M .Parsons Laboratory for Water Resources and Hydrodynamics, Dept of Civ Eng, M IT,1979. 105. [21]Pattiaratchi C B, Collins M B. Sand transport under the combined influence of waves and tidal currents:an assessment of available formulae. Marine Geology, 1985, 67: 83-100. [22]江汉石油学院情报—水槽专集,1992, (1) : 32- 48. |