메뉴 건너뛰기




Volumn 130, Issue 5, 2004, Pages 467-472

Initiation of Motion of Calcareous Sand

Author keywords

Beaches; Calcareous sand; Motion; Sediment transport; Shear stress; Tropical region

Indexed keywords

REYNOLDS NUMBER; SAND; SEDIMENT TRANSPORT; SEDIMENTATION; SHEAR FLOW; MOTION COMPENSATION; SEDIMENTS; SHEAR STRESS; TRANSPORT PROPERTIES; TURBULENT FLOW;

EID: 2142654592     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2004)130:5(467)     Document Type: Article
Times cited : (32)

References (18)
  • 1
    • 0004194857 scopus 로고
    • Prediction of flow depth and sediment discharge in open channels.
    • W. M. Keck Laboratory of Hydrology and Water Resources, California Institute of Technology, Pasadena, Calif
    • Brownlie, W. R. (1981). "Prediction of flow depth and sediment discharge in open channels." Rep. No. KH-R-43A, W. M. Keck Laboratory of Hydrology and Water Resources, California Institute of Technology, Pasadena, Calif.
    • (1981) Rep. No. KH-R-43A
    • Brownlie, W.R.1
  • 2
    • 0033117354 scopus 로고    scopus 로고
    • The legend of A. F. Shields.
    • Buffington, J. M. (1999). "The legend of A. F. Shields." J. Hydraul. Eng., 125(4), 376-387.
    • (1999) J. Hydraul. Eng. , vol.125 , Issue.4 , pp. 376-387
    • Buffington, J.M.1
  • 3
    • 0030802203 scopus 로고    scopus 로고
    • A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers.
    • Buffington, J. M., and Montgomery, D. R. (1997). "A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers." Water Resour. Res., 33(8), 1993-2029.
    • (1997) Water Resour. Res. , vol.33 , Issue.8 , pp. 1993-2029
    • Buffington, J.M.1    Montgomery, D.R.2
  • 4
    • 85089997048 scopus 로고
    • Brazos River bar: A study in the significance of grain size parameters.
    • Folk, R. L., and Ward, W. C. (1957). "Brazos River bar: A study in the significance of grain size parameters." J. Sediment. Petrol., 27(1), 3-26.
    • (1957) J. Sediment. Petrol. , vol.27 , Issue.1 , pp. 3-26
    • Folk, R.L.1    Ward, W.C.2
  • 5
    • 0000831505 scopus 로고
    • Sand mixtures and sand movement in fluvial models.
    • Kramer, H. (1935). "Sand mixtures and sand movement in fluvial models." Trans. Am. Soc. Civ. Eng., 100, 798-878.
    • (1935) Trans. Am. Soc. Civ. Eng. , vol.100 , pp. 798-878
    • Kramer, H.1
  • 6
    • 0023524497 scopus 로고
    • Do critical stresses for incipient motion and erosion really exist?
    • Lavelle, J. W., and Mofjeld, H. O. (1987). "Do critical stresses for incipient motion and erosion really exist?" J. Hydraul. Eng., 113(3), 370-385.
    • (1987) J. Hydraul. Eng. , vol.113 , Issue.3 , pp. 370-385
    • Lavelle, J.W.1    Mofjeld, H.O.2
  • 7
    • 0020822181 scopus 로고
    • Initiation of motion conditions for shale sediments.
    • Magalhaes, L., and Chau, T. S. (1983). "Initiation of motion conditions for shale sediments." Can. J. Civ. Eng., 10(3), 549-554.
    • (1983) Can. J. Civ. Eng. , vol.10 , Issue.3 , pp. 549-554
    • Magalhaes, L.1    Chau, T.S.2
  • 8
    • 84984005689 scopus 로고
    • Threshold of sediment motion under unidirectional currents.
    • Miller, M. C., McCave, I. N., and Komar, P. D. (1977). "Threshold of sediment motion under unidirectional currents." Sedimentology, 24(4), 507-527.
    • (1977) Sedimentology , vol.24 , Issue.4 , pp. 507-527
    • Miller, M.C.1    McCave, I.N.2    Komar, P.D.3
  • 9
    • 84954903883 scopus 로고
    • Concept of critical shear stress in loose boundary open channels.
    • Paintal, A. S. (1971). "Concept of critical shear stress in loose boundary open channels." J. Hydraul. Res., 9(1), 91-113.
    • (1971) J. Hydraul. Res. , vol.9 , Issue.1 , pp. 91-113
    • Paintal, A.S.1
  • 10
    • 0036538185 scopus 로고    scopus 로고
    • Stochastic incipient motion criterion for spheres under various bed packing conditions.
    • Papanicolaou, A. N., Diplas, P., Evaggelopoulos, N., and Fotopoulos, S. (2002). "Stochastic incipient motion criterion for spheres under various bed packing conditions." J. Hydraul. Eng., 128(4), 369-380.
    • (2002) J. Hydraul. Eng. , vol.128 , Issue.4 , pp. 369-380
    • Papanicolaou, A.N.1    Diplas, P.2    Evaggelopoulos, N.3    Fotopoulos, S.4
  • 11
    • 0036195895 scopus 로고    scopus 로고
    • Settling velocities and entrainment thresholds of biogenic sands (shell fragments) under unidirectional flow.
    • Paphitis, D., Collins, M. B., Nash, L. A., and Wallbridge, S. (2002). "Settling velocities and entrainment thresholds of biogenic sands (shell fragments) under unidirectional flow." Sedimentology, 49(1), 211-225.
    • (2002) Sedimentology , vol.49 , Issue.1 , pp. 211-225
    • Paphitis, D.1    Collins, M.B.2    Nash, L.A.3    Wallbridge, S.4
  • 12
    • 0029750258 scopus 로고    scopus 로고
    • Experiments on the entrainment threshold of well-sorted and poorly sorted carbonate sands.
    • Prager, E. J., Southard, J. B., and Vivoni-Gallart, E. R. (1996). "Experiments on the entrainment threshold of well-sorted and poorly sorted carbonate sands." Sedimentology, 43(1), 33-40.
    • (1996) Sedimentology , vol.43 , Issue.1 , pp. 33-40
    • Prager, E.J.1    Southard, J.B.2    Vivoni-Gallart, E.R.3
  • 13
    • 0003556889 scopus 로고
    • Application of similarity principles and turbulence research to bed-load movement.
    • W. P. Ott and J. C. van Uchelen, trans., U.S. Dept. of Agriculture, Soil Conservation Service, Cooperative Laboratory, California Institute of Technology, Pasadena, Calif
    • Shields, A. F. (1936). "Application of similarity principles and turbulence research to bed-load movement." Hydrodynamics Laboratory Publication No. 167, W. P. Ott and J. C. van Uchelen, trans., U.S. Dept. of Agriculture, Soil Conservation Service, Cooperative Laboratory, California Institute of Technology, Pasadena, Calif.
    • (1936) Hydrodynamics Laboratory Publication No. 167
    • Shields, A.F.1
  • 14
    • 0036191735 scopus 로고    scopus 로고
    • Empirical relationships for grain size parameters of calcareous sand on Oahu, Hawaii.
    • Smith, D. A., and Cheung, K. F. (2002). "Empirical relationships for grain size parameters of calcareous sand on Oahu, Hawaii." J. Coastal Res., 18(1), 82-93.
    • (2002) J. Coastal Res. , vol.18 , Issue.1 , pp. 82-93
    • Smith, D.A.1    Cheung, K.F.2
  • 15
    • 0038684555 scopus 로고    scopus 로고
    • Settling characteristics of calcareous sand.
    • Smith, D. A., and Cheung, K. F. (2003). "Settling characteristics of calcareous sand." J. Hydraul. Eng., 129(6), 479-483.
    • (2003) J. Hydraul. Eng. , vol.129 , Issue.6 , pp. 479-483
    • Smith, D.A.1    Cheung, K.F.2
  • 16
    • 0001036149 scopus 로고
    • Sediment transportation mechanics: Initiation of motion.
    • Task Committee on Preparation of Sedimentation Manual. (1966). "Sediment transportation mechanics: Initiation of motion." J. Hydraul. Div., Am. Soc. Civ. Eng., 92(2), 291-314.
    • (1966) J. Hydraul. Div., Am. Soc. Civ. Eng. , vol.92 , Issue.2 , pp. 291-314
  • 17
    • 85189930645 scopus 로고
    • Studies of river bed materials and their movement with special reference to the Lower Mississippi River.
    • Army Corps of Engineers, Vicksburg, Miss
    • Waterways Experiment Station. (1935). "Studies of river bed materials and their movement with special reference to the Lower Mississippi River." Paper No. 17, Army Corps of Engineers, Vicksburg, Miss.
    • (1935) Paper No. 17
  • 18
    • 0001092147 scopus 로고
    • Plane bed thresholds of fine grained sediments.
    • White, S. J. (1970). "Plane bed thresholds of fine grained sediments." Nature (London), 228, 152-153.
    • (1970) Nature (London) , vol.228 , pp. 152-153
    • White, S.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.