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Volumn , Issue , 2010, Pages

New practical model for sand transport induced by non-breaking waves and currents

Author keywords

Non breaking waves; Oscillatory flow; Ripples; Sediment transport formula; Sheet flow

Indexed keywords

BED LOAD; BED SHEAR STRESSS; COASTAL MARINE ENVIRONMENT; DATA SETS; FINE SAND; FLOW ACCELERATION; FLOW CONDITION; NET TRANSPORT RATE; NON-BREAKING WAVES; OSCILLATORY FLOWS; PHASE LAGS; PRACTICAL FORMULAE; PRACTICAL MODEL; RIPPLED BEDS; RIPPLES; SAND TRANSPORT; SHEETFLOWS; WAVE FLUMES;

EID: 84864451350     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (27)
  • 1
    • 0019361199 scopus 로고
    • An energetics total load sediment transport model for a plane sloping beach
    • Bailard, J.A., 1981. An energetics total load sediment transport model for a plane sloping beach, Journal of Geophysical Research, 86(C11), 10, 938-10, 954.
    • (1981) Journal of Geophysical Research , vol.86 , Issue.C11 , pp. 10938-10954
    • Bailard, J.A.1
  • 4
    • 33749491826 scopus 로고    scopus 로고
    • Parameterization and simulation of near bed orbital velocities under irregular waves in shallow water
    • Elfrink, B., D.M. Hanes, and B.G. Ruessink. 2006. Parameterization and simulation of near bed orbital velocities under irregular waves in shallow water. Coastal Engineering, 53, 915-927.
    • (2006) Coastal Engineering , vol.53 , pp. 915-927
    • Elfrink, B.1    Hanes, D.M.2    Ruessink, B.G.3
  • 9
    • 0002885148 scopus 로고
    • Coastal bottom boundary layers and sediment transport
    • World Scientific
    • Nielsen, P. 1992. Coastal bottom boundary layers and sediment transport. Advanced Series on Ocean Engineering, vol. 4. World Scientific.
    • (1992) Advanced Series on Ocean Engineering , vol.4
    • Nielsen, P.1
  • 10
    • 33746265343 scopus 로고    scopus 로고
    • Sheet flow sediment transport under waves with acceleration skewness and boundary layer streaming
    • Nielsen, P. 2006. Sheet flow sediment transport under waves with acceleration skewness and boundary layer streaming, Coastal Engineering, 53, 749-758.
    • (2006) Coastal Engineering , vol.53 , pp. 749-758
    • Nielsen, P.1
  • 12
    • 0032124960 scopus 로고    scopus 로고
    • Bed-load transport for steady flows and unsteady oscillatory flows
    • Ribberink, J.S. 1998. Bed-load transport for steady flows and unsteady oscillatory flows. Coastal Engineering, 34, 59-82.
    • (1998) Coastal Engineering , vol.34 , pp. 59-82
    • Ribberink, J.S.1
  • 14
    • 84864478280 scopus 로고    scopus 로고
    • SANTOSS transport model-A new formula for sand transport under waves and currents
    • University of Twente, The Netherlands
    • Ribberink, J.S., D.A. van der A, R.H. Buijsrogge. 2010. SANTOSS transport model-A new formula for sand transport under waves and currents. Report SANTOSS-UT-IR3, University of Twente, The Netherlands.
    • (2010) Report SANTOSS-UT-IR3
    • Ribberink, J.S.1    Van Der, R.H.2    Buijsrogge, R.H.3
  • 17
    • 0003501084 scopus 로고    scopus 로고
    • Thomas Telford Publications, London
    • Soulsby, R.L. 1997. Dynamics of marine sands, Thomas Telford Publications, London, pp. 272.
    • (1997) Dynamics of Marine Sands , pp. 272
    • Soulsby, R.L.1
  • 23
    • 74449083141 scopus 로고    scopus 로고
    • Measurements of sheet flow transport in acceleration-skewed oscillatory flow and comparison with practical formulations
    • Van der A, D.A., T. O'Donoghue and J.S. Ribberink. 2010. Measurements of sheet flow transport in acceleration-skewed oscillatory flow and comparison with practical formulations, Coastal Engineering, 57, 331-342.
    • (2010) Coastal Engineering , Issue.57 , pp. 331-342
    • Van Der, A.D.A.1    O'Donoghue, T.2    Ribberink, J.S.3
  • 24
    • 34548590911 scopus 로고    scopus 로고
    • Development of a new practical model for sand transport induced by non-breaking waves and currents
    • Van der Werf, J.J., J.S. Ribberink and T. O'Donoghue. 2007. Development of a new practical model for sand transport induced by non-breaking waves and currents. Coastal Sediments '07, ASCE, 42-55.
    • (2007) Coastal Sediments '07, ASCE , pp. 42-55
    • Van Der Werf, J.J.1    Ribberink, J.S.2    O'Donoghue, T.3
  • 26
    • 34249052840 scopus 로고    scopus 로고
    • Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed load transport
    • Van Rijn, L.C. 2007. Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed load transport. Journal of Hydraulic Engineering, 233(6), 649-667.
    • (2007) Journal of Hydraulic Engineering , vol.233 , Issue.6 , pp. 649-667
    • Van Rijn, L.C.1
  • 27
    • 84885883030 scopus 로고
    • Mobile-bed friction at high shear stress
    • Wilson, K.C. 1989. Mobile-bed friction at high shear stress. Journal of Hydraulic Engineering, 115(6), 825-830.
    • (1989) Journal of Hydraulic Engineering , vol.115 , Issue.6 , pp. 825-830
    • Wilson, K.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.