메뉴 건너뛰기




Volumn 52, Issue 5, 2005, Pages 1009-1020

Transport rate of calcareous sand in unidirectional flow

Author keywords

Calcareous sand; Carbonate sand; Critical velocity; Fall velocity; Flume experiment; Nominal diameter; Sediment transport; Shape factor; Transport model; Transport rate

Indexed keywords

CALCAREOUS SOIL; CARBONATE SEDIMENT; FLUME EXPERIMENT; GRAIN SIZE; SAND;

EID: 33745266752     PISSN: 00370746     EISSN: 13653091     Source Type: Journal    
DOI: 10.1111/j.1365-3091.2005.00733.x     Document Type: Article
Times cited : (15)

References (32)
  • 1
    • 0027832117 scopus 로고
    • Sediment transport in open channels: Ackers and White update
    • Ackers, P. (1993) Sediment transport in open channels: Ackers and White update. Proc. Instn. Civ. Engrs. Wat. Marit. Energy, 101, 247-249.
    • (1993) Proc. Instn. Civ. Engrs. Wat. Marit. Energy , vol.101 , pp. 247-249
    • Ackers, P.1
  • 2
    • 0015571299 scopus 로고
    • Sediment transport: New approach and analysis
    • Ackers, P. and White, W. (1973) Sediment transport: New approach and analysis. J. Hydraul. Div., ASCE, 99, 2041-2060.
    • (1973) J. Hydraul. Div., ASCE , vol.99 , pp. 2041-2060
    • Ackers, P.1    White, W.2
  • 3
    • 0019656166 scopus 로고
    • Measurements and analysis of settling velocities of natural quartz sand grains
    • Baba, J. and Komar, P.D. (1981) Measurements and analysis of settling velocities of natural quartz sand grains. J. Sediment. Petrol., 51, 631-640.
    • (1981) J. Sediment. Petrol. , vol.51 , pp. 631-640
    • Baba, J.1    Komar, P.D.2
  • 4
    • 0003398770 scopus 로고
    • An Approach to the Sediment Transport Problem from General Physics
    • U.S. Geological Survey Professional Paper 422-I, Washington, DC
    • Bagnold, R.A. (1966) An Approach to the Sediment Transport Problem from General Physics. U.S. Geological Survey Professional Paper 422-I, Washington, DC, 37 p.
    • (1966) , pp. 37
    • Bagnold, R.A.1
  • 5
    • 0037051589 scopus 로고    scopus 로고
    • Geo-acoustic characterization of calcareous seabed in the Florida Keys
    • Brandes, H.G., Silva, A.J. and Walter, D.J. (2002) Geo-acoustic characterization of calcareous seabed in the Florida Keys. Mar. Geol., 182, 77-102.
    • (2002) Mar. Geol. , vol.182 , pp. 77-102
    • Brandes, H.G.1    Silva, A.J.2    Walter, D.J.3
  • 7
    • 0008584693 scopus 로고    scopus 로고
    • Engineering Characteristics of Tropical Island Beaches
    • Master's Thesis, Department of Ocean Engineering, University of Hawaii, Honolulu, Hawaii
    • Dai, J. (1997) Engineering Characteristics of Tropical Island Beaches. Master's Thesis, Department of Ocean Engineering, University of Hawaii, Honolulu, Hawaii.
    • (1997)
    • Dai, J.1
  • 9
    • 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, 3-26.
    • (1957) J. Sediment. Petrol. , vol.27 , pp. 3-26
    • Folk, R.L.1    Ward, W.C.2
  • 10
    • 0003486952 scopus 로고
    • Report No. UNIHI-SEAGRANT-TR-78-02, University of Hawaii Sea Grant College Program, Honolulu, Hawaii
    • Gerritsen, F. (1978) Beach and Surf Parameters in Hawaii. Report No. UNIHI-SEAGRANT-TR-78-02, University of Hawaii Sea Grant College Program, Honolulu, Hawaii.
    • (1978) Beach and Surf Parameters in Hawaii
    • Gerritsen, F.1
  • 11
    • 11044224265 scopus 로고    scopus 로고
    • Effect of shape on incipient motion of large solitary particles
    • Göǧüş, M. and Defne, Z. (2005) Effect of shape on incipient motion of large solitary particles. J. Hydraul. Eng., ASCE, 131, 38-45.
    • (2005) J. Hydraul. Eng., ASCE , vol.131 , pp. 38-45
    • Göǧüş, M.1    Defne, Z.2
  • 12
    • 0029773819 scopus 로고    scopus 로고
    • Hydraulic characteristics of bioclastic deposits: New possibilities for environmental interpretation using settling velocity fractions
    • Kench, P.S. and McLean, R.F. (1996) Hydraulic characteristics of bioclastic deposits: New possibilities for environmental interpretation using settling velocity fractions. Sedimentology, 43, 561-570.
    • (1996) Sedimentology , vol.43 , pp. 561-570
    • Kench, P.S.1    McLean, R.F.2
  • 13
    • 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, 549-554.
    • (1983) Can. J. Civ. Eng. , vol.10 , pp. 549-554
    • Magalhaes, L.1    Chau, T.S.2
  • 14
    • 0017504119 scopus 로고
    • Incipient transport of fine grains and flakes by fluids - Extended Shields diagram
    • Mantz, P.A. (1977) Incipient transport of fine grains and flakes by fluids - extended Shields diagram. J. Hydraul. Div., ASCE, 103, 601-615.
    • (1977) J. Hydraul. Div., ASCE , vol.103 , pp. 601-615
    • Mantz, P.A.1
  • 15
    • 0008613375 scopus 로고
    • Report No. 41, Hawaii Institute of Geophysics, University of Hawaii, Honolulu, Hawaii
    • Moberly, R Jr. (1963) Coastal Geology of Hawaii. Report No. 41, Hawaii Institute of Geophysics, University of Hawaii, Honolulu, Hawaii.
    • (1963) Coastal Geology of Hawaii
    • Moberly Jr., R.1
  • 16
    • 0036195895 scopus 로고    scopus 로고
    • Settling velocities and entrainment thresholds of biogenic sands (shell fragments) under unidirectional flow
    • Paphitis, D., Collins, M.N., Nash, L.A. and Wallbridge, S. (2002) Settling velocities and entrainment thresholds of biogenic sands (shell fragments) under unidirectional flow. Sedimentology, 49, 211-225.
    • (2002) Sedimentology , vol.49 , pp. 211-225
    • Paphitis, D.1    Collins, M.N.2    Nash, L.A.3    Wallbridge, S.4
  • 17
    • 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, 33-40.
    • (1996) Sedimentology , vol.43 , pp. 33-40
    • Prager, E.J.1    Southard, J.B.2    Vivoni-Gallart, E.R.3
  • 18
    • 0021561247 scopus 로고
    • Sediment transport, Part I: Bed load transport
    • van Rijn, L.C. (1984a) Sediment transport, Part I: Bed load transport. J. Hydraul. Eng., ASCE, 110, 1431-1456.
    • (1984) J. Hydraul. Eng., ASCE , vol.110 , pp. 1431-1456
    • van Rijn, L.C.1
  • 19
    • 0021222040 scopus 로고
    • Sediment transport, Part II: Suspended load transport
    • van Rijn, L.C. (1984b) Sediment transport, Part II: Suspended load transport. J. Hydraul. Eng., ASCE, 110, 1613-1641.
    • (1984) J. Hydraul. Eng., ASCE , vol.110 , pp. 1613-1641
    • van Rijn, L.C.1
  • 20
    • 0021209377 scopus 로고
    • Sediment transport, Part III: Bed forms and alluvial roughness
    • van Rijn, L.C. (1984c) Sediment transport, Part III: Bed forms and alluvial roughness. J. Hydraul. Eng., ASCE, 110, 1733-1754.
    • (1984) J. Hydraul. Eng., ASCE , vol.110 , pp. 1733-1754
    • van Rijn, L.C.1
  • 22
    • 0003556889 scopus 로고
    • 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, CA
    • 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, CA.
    • (1936) Application of Similarity Principles and Turbulence Research to Bed-Load Movement
    • Shields, A.F.1
  • 23
    • 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. Coast. Res., 18, 82-93.
    • (2002) J. Coast. Res. , vol.18 , pp. 82-93
    • Smith, D.A.1    Cheung, K.F.2
  • 24
    • 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., ASCE, 129, 479-483.
    • (2003) J. Hydraul. Eng., ASCE , vol.129 , pp. 479-483
    • Smith, D.A.1    Cheung, K.F.2
  • 25
    • 2142654592 scopus 로고    scopus 로고
    • Initiation of motion of calcareous sand
    • Smith, D.A. and Cheung, K.F. (2004) Initiation of motion of calcareous sand. J. Hydraul. Eng., ASCE, 130, 467-472.
    • (2004) J. Hydraul. Eng., ASCE , vol.130 , pp. 467-472
    • Smith, D.A.1    Cheung, K.F.2
  • 26
    • 0000931788 scopus 로고
    • Volume, shape, and roundness of rock particles
    • Wadell, H. (1932) Volume, shape, and roundness of rock particles. J. Geol., 40, 443-451.
    • (1932) J. Geol. , vol.40 , pp. 443-451
    • Wadell, H.1
  • 27
    • 0000174504 scopus 로고
    • Sphericity and roundness of rock particles
    • Wadell, H. (1933) Sphericity and roundness of rock particles. J. Geol., 41, 310-331.
    • (1933) J. Geol. , vol.41 , pp. 310-331
    • Wadell, H.1
  • 28
    • 0000670810 scopus 로고
    • A scale of grade and class terms for clastic sediments
    • Wentworth, C.K. (1922) A scale of grade and class terms for clastic sediments. J. Geol., 30, 377-392.
    • (1922) J. Geol. , vol.30 , pp. 377-392
    • Wentworth, C.K.1
  • 29
    • 0015670666 scopus 로고
    • Incipient motion and sediment transport
    • Yang, C.T. (1973) Incipient motion and sediment transport. J. Hydraul. Div., ASCE, 99, 1679-1704.
    • (1973) J. Hydraul. Div., ASCE , vol.99 , pp. 1679-1704
    • Yang, C.T.1
  • 30
    • 0018306114 scopus 로고
    • Unit stream power equations for total load
    • Yang, C.T. (1979) Unit stream power equations for total load. J. Hydrol., 40, 123-138.
    • (1979) J. Hydrol. , vol.40 , pp. 123-138
    • Yang, C.T.1
  • 32
    • 0035440396 scopus 로고    scopus 로고
    • Applicability of sediment transport formulas
    • Yang, C.T. and Huang, C. (2002) Applicability of sediment transport formulas. Intl. J. Sediment Res., 16, 335-353.
    • (2002) Intl. J. Sediment Res. , vol.16 , pp. 335-353
    • Yang, C.T.1    Huang, C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.