000			01673nam a2200205#a 4500
001			vtls000004009
008			230822s1976 xx 000 0 eng d
040			_aJPS
090	0	0	_aHYDR 627 MAD
100			_aMADSEN, OLE SECHER. _eauthor
245		0	_aSEDIMENT TRANSPORT IN THE COASTAL ENVIRONMENT
260			_aCAMBRIDGE: SCHOOL OF ENGINEERING, _c1976
300			_a105P; ILLUST
505			_aChapter 1. Introduction Chapter 2. Initiation of sediment movement in Oscillatory flow : Introduction 2.1 Shields criterion for the initiation of sediment movement 2.2 Determination of the bottom shear stress I oscillatory unsteady flow 2.3 Discussion of results and conclusion Chapter 3. Rate of sediment transport in oscillatory flow : Introduction 3.1 Previous studies 3.2 Fundamental parameters 3.3 Re-analysis of Berkeley data 3.4 Sediment transport relationship for unsteady flow 3.5 Influence of bed forms 3.6 Concluding remarks Chapter 4. Second order effects producing a net sediment transport: Introduction 4.1 The effectof a gently sloping bottom 4.2 The effect of wave asymmetry 4.3 The effect of wave induced mass transport currents 4.4 The effect of currents 4.5 Concluding remarks Chapter 5. Sediment transport and resulting topographical changes due to spatially varying wave and current conditions : Introductions 5.1 Topographical changes in the vicinity of the tip of a straight breakwater due to wave and a current parallel to the breakwater 5.2 Numerical example
546			_aENG
650	1	0	_aCOAST.
942			_cMONO
990			_a1976
999			_a06249 _a627 MAD _aVIRTUAD0 _aVTLSSORT0080*0900*1000*2450*2600*3000*5050*5460*6500*9040*9490*9900*9993 _c2741 _d2741
003			JPS