CR-07-1:References: Difference between revisions
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==References== | ==References== | ||
Abou-Seida, M. M. 1965. ''Bed load function due to wave action''. Hydraulics Engineering Laboratory Technical Report HEL-2-11. Berkeley, CA: University of California. | *Abou-Seida, M. M. 1965. ''Bed load function due to wave action''. Hydraulics Engineering Laboratory Technical Report HEL-2-11. Berkeley, CA: University of California. | ||
Ahilan, R. V., and J. F. A. Sleath. 1987. Sediment transport in oscillatory flow over flat beds. ''Journal of Hydraulic Engineering'' 113(3):308-322. | *Ahilan, R. V., and J. F. A. Sleath. 1987. Sediment transport in oscillatory flow over flat beds. ''Journal of Hydraulic Engineering'' 113(3):308-322. | ||
Ahmed, A. S., and S. Sato. 2003. A sheet-flow transport model for asymmetric oscillatory flow: Part I: Uniform grain size sediments. ''Coastal Engineering Journal'' 45(3):321-337. | *Ahmed, A. S., and S. Sato. 2003. A sheet-flow transport model for asymmetric oscillatory flow: Part I: Uniform grain size sediments. ''Coastal Engineering Journal'' 45(3):321-337. | ||
Al Salem, A. A. 1993. ''Sediment transport in oscillatory boundary layers under sheet flow conditions''. PhD dissertation. The Netherlands: Delft Hydraulics. | *Al Salem, A. A. 1993. ''Sediment transport in oscillatory boundary layers under sheet flow conditions''. PhD dissertation. The Netherlands: Delft Hydraulics. | ||
Anderson, A. G. 1942. Distribution of suspended sediment in a natural stream. ''Transactions American Geophysical Union'' 23(2):678-683. | *Anderson, A. G. 1942. Distribution of suspended sediment in a natural stream. ''Transactions American Geophysical Union'' 23(2):678-683. | ||
Antsyferov, S. M., T. Basinski, and N. V. Pykhov. 1983. Measurements of coastal suspended sediment concentrations. ''Coastal Engineering'' 7(2):145-166. | *Antsyferov, S. M., T. Basinski, and N. V. Pykhov. 1983. Measurements of coastal suspended sediment concentrations. ''Coastal Engineering'' 7(2):145-166. | ||
Antunes Do Carmo, J. S., A. Temperville, and F. J. Seabra-Santos. 2003. Bottom friction and time-dependent shear stress for wave-current interaction. ''Journal of Hydraulic Research'' 41(1):27-37. | *Antunes Do Carmo, J. S., A. Temperville, and F. J. Seabra-Santos. 2003. Bottom friction and time-dependent shear stress for wave-current interaction. ''Journal of Hydraulic Research'' 41(1):27-37. | ||
Asano, T. 1992. Observations of granular-fluid mixture under an oscillatory sheet flow. ''Proceedings 23''<sup>''rd</sup> ''''Coastal Engineering Conference'', ASCE, 1,896-1,909. | *Asano, T. 1992. Observations of granular-fluid mixture under an oscillatory sheet flow. ''Proceedings 23''<sup>''rd</sup> ''''Coastal Engineering Conference'', ASCE, 1,896-1,909. | ||
Bagnold, R. A. 1966. ''An approach to the sediment transport problem from general physics''. Professional Paper 422-I. Washington, DC: U.S. Geological Survey. | *Bagnold, R. A. 1966. ''An approach to the sediment transport problem from general physics''. Professional Paper 422-I. Washington, DC: U.S. Geological Survey. | ||
Bailard, J. A. 1981. An energetic total load sediment transport model for a plane sloping beach. ''Journal of Geophysical Research ''86(C11):10,938-10,954. | *Bailard, J. A. 1981. An energetic total load sediment transport model for a plane sloping beach. ''Journal of Geophysical Research ''86(C11):10,938-10,954. | ||
Bailard, J. A., and D. L. Inman. 1981. An energetics bed load model for a plane sloping beach: Local transport. ''Journal of Geophysical Research'' 86(C3):2,035-2,043. | *Bailard, J. A., and D. L. Inman. 1981. An energetics bed load model for a plane sloping beach: Local transport. ''Journal of Geophysical Research'' 86(C3):2,035-2,043. | ||
Barton, J. R., and P. N. Lin. 1955. ''A study of the sediment transport in alluvial channels''. Technical Report 55 JRBZ. Fort Collins, CO: Civil Engineering Department, Colorado College, U.S.A. | *Barton, J. R., and P. N. Lin. 1955. ''A study of the sediment transport in alluvial channels''. Technical Report 55 JRBZ. Fort Collins, CO: Civil Engineering Department, Colorado College, U.S.A. | ||
Bayram, A., B. Camenen, and M. Larson. 2003. Equivalent roughness under sheet flow conditions. ''Proceedings Coastal Sediments '03'', ASCE (CDROM). | *Bayram, A., B. Camenen, and M. Larson. 2003. Equivalent roughness under sheet flow conditions. ''Proceedings Coastal Sediments '03'', ASCE (CDROM). | ||
Bayram, A., M. Larson, H. C. Miller, and N. C. Kraus. 2001. Cross-shore distribution of longshore sediment transport: Comparison between predictive formulas and field measurements. ''Coastal Engineering'' 44(2):79-99. | *Bayram, A., M. Larson, H. C. Miller, and N. C. Kraus. 2001. Cross-shore distribution of longshore sediment transport: Comparison between predictive formulas and field measurements. ''Coastal Engineering'' 44(2):79-99. | ||
Bijker, E. W. 1967. ''Some considerations about scales for coastal models with movable bed''. Technical Report 50. The Netherlands: Delft Hydraulics Laboratory. | *Bijker, E. W. 1967. ''Some considerations about scales for coastal models with movable bed''. Technical Report 50. The Netherlands: Delft Hydraulics Laboratory. | ||
Bijker, E. W. 1968. Littoral drift as function of waves and current. ''Proceedings 11''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 415-435. | *Bijker, E. W. 1968. Littoral drift as function of waves and current. ''Proceedings 11''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 415-435. | ||
Bosman, J. 1982. ''Concentration distribution under waves and current''. Technical Report M1875. The Netherlands: Coastal Engineering Department, Delft University of Technology, (in Dutch). | *Bosman, J. 1982. ''Concentration distribution under waves and current''. Technical Report M1875. The Netherlands: Coastal Engineering Department, Delft University of Technology, (in Dutch). | ||
Boussinesq, J. 1872. Theorie des ondes et des remous qui se propagent le long d'un canal rectangulaire horizontal. ''Journal Mathematique Pure et Applique'' 2(17):55-108. | *Boussinesq, J. 1872. Theorie des ondes et des remous qui se propagent le long d'un canal rectangulaire horizontal. ''Journal Mathematique Pure et Applique'' 2(17):55-108. | ||
Bowen, A. J. 1980. Simple models of nearshore sedimentation, beach profiles and longshore bars. In ''The Coastline of Canada'', S. B. McCann (ed.), Geological Survey of Canada, Paper 80-10, 1-11. | *Bowen, A. J. 1980. Simple models of nearshore sedimentation, beach profiles and longshore bars. In ''The Coastline of Canada'', S. B. McCann (ed.), Geological Survey of Canada, Paper 80-10, 1-11. | ||
Brownlie, W. R. 1981. ''Compilation of alluvial channel data: laboratory and field''. Technical Report KH-R-43B. Pasadena, CA: California Institute of Technology, U.S.A. | *Brownlie, W. R. 1981. ''Compilation of alluvial channel data: laboratory and field''. Technical Report KH-R-43B. Pasadena, CA: California Institute of Technology, U.S.A. | ||
Buttolph, A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel. 2006. ''Two-dimensional depth-averaged circulation model CMS-M2D: Version 3.0, Report 2: Sediment transport and morphology change''. Coastal and Hydraulics Laboratory Technical Report ERDC/CHL TR-06-9. Vicksburg, MS: U.S. Army EngineerResearch and Development Center, U.S.A. | *Buttolph, A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel. 2006. ''Two-dimensional depth-averaged circulation model CMS-M2D: Version 3.0, Report 2: Sediment transport and morphology change''. Coastal and Hydraulics Laboratory Technical Report ERDC/CHL TR-06-9. Vicksburg, MS: U.S. Army EngineerResearch and Development Center, U.S.A. | ||
Camenen, B. 2002. ''Modelisation numerique du transport sedimentaire sur une plage sableuse''. Unpublished PhD thesis. Grenoble, France: Universite Joseph Fourier. | *Camenen, B. 2002. ''Modelisation numerique du transport sedimentaire sur une plage sableuse''. Unpublished PhD thesis. Grenoble, France: Universite Joseph Fourier. | ||
Camenen, B. 2007. Simple and general formula for the settling velocity of particles. ''Journal of Hydraulic Engineering'' 133(2): 229-233. | *Camenen, B. 2007. Simple and general formula for the settling velocity of particles. ''Journal of Hydraulic Engineering'' 133(2): 229-233. | ||
Camenen, B., A. Bayram, and M. Larson. 2006. Equivalent roughness height for plane bed under steady flow. ''Journal of Hydraulic Engineering'' 132(11):1,146-1,158. | *Camenen, B., A. Bayram, and M. Larson. 2006. Equivalent roughness height for plane bed under steady flow. ''Journal of Hydraulic Engineering'' 132(11):1,146-1,158. | ||
Camenen, B., and P. Larroudé. 2003. Comparison of sediment transport formulae for a coastal environment. ''Coastal Engineering'' 48(2):111-132. | *Camenen, B., and P. Larroudé. 2003. Comparison of sediment transport formulae for a coastal environment. ''Coastal Engineering'' 48(2):111-132. | ||
Camenen, B., and M. Larson. 2005a. Bed-load transport under steady and oscillatory flow. ''Proceedings Coastal Dynamics 05''', ASCE (CDROM). | *Camenen, B., and M. Larson. 2005a. Bed-load transport under steady and oscillatory flow. ''Proceedings Coastal Dynamics 05''', ASCE (CDROM). | ||
Camenen, B., and M. Larson. 2005b. A general formula for non-cohesive bed load sediment transport. ''Estuarine, Coastal, and Shelf Science'' 63(1-2):249-260. | *Camenen, B., and M. Larson. 2005b. A general formula for non-cohesive bed load sediment transport. ''Estuarine, Coastal, and Shelf Science'' 63(1-2):249-260. | ||
Camenen, B., and M. Larson. 2006. Phase lag effects in sheet flow transport. ''Coastal Engineering'' 53(5/6):531-542. | *Camenen, B., and M. Larson. 2006. Phase lag effects in sheet flow transport. ''Coastal Engineering'' 53(5/6):531-542. | ||
Camenen, B., and M. Larson. 2007. A suspended load sediment transport formula for the nearshore. ''Journal of Coastal Research'', in press. | *Camenen, B., and M. Larson. 2007. A suspended load sediment transport formula for the nearshore. ''Journal of Coastal Research'', in press. | ||
Camenen, B., M. Larson, and T. Yamashita. 2005. A suspended load formula for the nearshore. ''Proceedings 52''<sup>''nd</sup> ''''Japanese Coastal Engineering Conference'', JSCE, 381-385 (in Japanese). | *Camenen, B., M. Larson, and T. Yamashita. 2005. A suspended load formula for the nearshore. ''Proceedings 52''<sup>''nd</sup> ''''Japanese Coastal Engineering Conference'', JSCE, 381-385 (in Japanese). | ||
Chan, K. W., M. H. I. Baird, and G. F. Round. 1972. Behaviour of beds of dense particles in a horizontally oscillating liquid. ''Proceedings Royal Society of London'' A(330):537-559. | *Chan, K. W., M. H. I. Baird, and G. F. Round. 1972. Behaviour of beds of dense particles in a horizontally oscillating liquid. ''Proceedings Royal Society of London'' A(330):537-559. | ||
Cheng, N.-S. 2002. Exponential formula for bed load transport. ''Journal of Hydraulic Engineering'' 128(10):942-946. | *Cheng, N.-S. 2002. Exponential formula for bed load transport. ''Journal of Hydraulic Engineering'' 128(10):942-946. | ||
Chung, D. H., B. T. Grasmeijer, and L. C. Van Rijn. 2000. Wave-related suspended sand transport in ripple regime. ''Proceedings 27''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 2,836-2,849. | *Chung, D. H., B. T. Grasmeijer, and L. C. Van Rijn. 2000. Wave-related suspended sand transport in ripple regime. ''Proceedings 27''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 2,836-2,849. | ||
Clubb, G. 2001. ''Experimental study of vortex ripples in full-scale sinusoidal and asymmetric flows''. Unpublished PhD dissertation. United Kingdom: Aberdeen University. | *Clubb, G. 2001. ''Experimental study of vortex ripples in full-scale sinusoidal and asymmetric flows''. Unpublished PhD dissertation. United Kingdom: Aberdeen University. | ||
Coleman, N. L. 1970. Flume studies of the sediment transfer coefficient. ''Water Resources Research'' 6(3):801-809. | *Coleman, N. L. 1970. Flume studies of the sediment transfer coefficient. ''Water Resources Research'' 6(3):801-809. | ||
Coleman, N. L. 1981. Velocity profiles with suspended sediment. ''Journal of Hydraulic Research'' 19(3):211-229. | *Coleman, N. L. 1981. Velocity profiles with suspended sediment. ''Journal of Hydraulic Research'' 19(3):211-229. | ||
Coles, D. 1956. The law of the wake in the turbulent boundary layer. ''Journal of Fluid Mechanics'' 1(Part 2):191-226. | *Coles, D. 1956. The law of the wake in the turbulent boundary layer. ''Journal of Fluid Mechanics'' 1(Part 2):191-226. | ||
Culbertson, J. K., C. H. Scott, and J. P. Bennet. 1972. ''Alluvial-channel data from Rio Grande conveyance channel, New Mexico, 1965-69''. Technical Report 562-J, 49 pp. Washington, DC: U.S. Geological Survey, Professional Paper. | *Culbertson, J. K., C. H. Scott, and J. P. Bennet. 1972. ''Alluvial-channel data from Rio Grande conveyance channel, New Mexico, 1965-69''. Technical Report 562-J, 49 pp. Washington, DC: U.S. Geological Survey, Professional Paper. | ||
Dally, W. R., and R. G. Dean. 1984. Suspended sediment transport and beach profile evolution. ''Journal of Waterways, Port, Coastal and Ocean Engineering'' 110(1):15-33. | *Dally, W. R., and R. G. Dean. 1984. Suspended sediment transport and beach profile evolution. ''Journal of Waterways, Port, Coastal and Ocean Engineering'' 110(1):15-33. | ||
Damgaard, J. S., R. L. Soulsby, A. H. Peet, and S. Wright. 2003. Sand transport on steeply sloping plane and rippled beds. ''Journal of Hydraulic Engineering'' 129(9):706-719. | *Damgaard, J. S., R. L. Soulsby, A. H. Peet, and S. Wright. 2003. Sand transport on steeply sloping plane and rippled beds. ''Journal of Hydraulic Engineering'' 129(9):706-719. | ||
Davies, A. G. 1990. Modelling of the vertical distribution of suspended sediment in combined wave-current flow. ''Proceedings 5''<sup>''th</sup> ''''International Conference on the Physics of Estuaries and Coastal Seas''. Gregynog: University of Wales. | *Davies, A. G. 1990. Modelling of the vertical distribution of suspended sediment in combined wave-current flow. ''Proceedings 5''<sup>''th</sup> ''''International Conference on the Physics of Estuaries and Coastal Seas''. Gregynog: University of Wales. | ||
Davies, A. G., J. S. Ribberink, A. Temperville, and J. A. Zyserman, J. 1997. Comparisons between sediment transport models and observations made in wave and current flows above plane beds. ''Coastal Engineering'' 31(1-4):163-198. | *Davies, A. G., J. S. Ribberink, A. Temperville, and J. A. Zyserman, J. 1997. Comparisons between sediment transport models and observations made in wave and current flows above plane beds. ''Coastal Engineering'' 31(1-4):163-198. | ||
Davies, A. G., R. L. Soulsby, and H. L. King. 1988. A numerical model of the combined wave and current boundary layer. ''Journal of Geophysical Research'' 93(C1):491-508. | *Davies, A. G., R. L. Soulsby, and H. L. King. 1988. A numerical model of the combined wave and current boundary layer. ''Journal of Geophysical Research'' 93(C1):491-508. | ||
Dette, H., and K. Uliczka. 1986. Velocity and sediment concentration fields across surf zones. ''Proceedings 20''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 1,062-1,076. | *Dette, H., and K. Uliczka. 1986. Velocity and sediment concentration fields across surf zones. ''Proceedings 20''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 1,062-1,076. | ||
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Dohmen-Janssen, C. M., and D. M. Hanes. 2002. Sheet flow dynamics under monochromatic nonbreaking waves. ''Journal of Geophysical Research'' 107(C10):13:1-13:21. | *Dohmen-Janssen, C. M., and D. M. Hanes. 2002. Sheet flow dynamics under monochromatic nonbreaking waves. ''Journal of Geophysical Research'' 107(C10):13:1-13:21. | ||
Dohmen-Janssen, C. M., D. Kroekenstoel, D. M. Hanes, and J. S. Ribberink. 2002. Phase lags in oscillatory sheet flow: Experiments and bed load modeling. ''Coastal Engineering'' 46(1):61-87. | *Dohmen-Janssen, C. M., D. Kroekenstoel, D. M. Hanes, and J. S. Ribberink. 2002. Phase lags in oscillatory sheet flow: Experiments and bed load modeling. ''Coastal Engineering'' 46(1):61-87. | ||
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Grant, W. D., and O. S. Madsen. 1982. Movable bed roughness in unsteady oscillatory flow. ''Journal of Geophysical Research'' 87(C1):469-481. | *Grant, W. D., and O. S. Madsen. 1982. Movable bed roughness in unsteady oscillatory flow. ''Journal of Geophysical Research'' 87(C1):469-481. | ||
Grasmeijer, B. 2002. ''Process-based cross-shore modelling of barred beaches''. Unpublished PhD dissertation. The Netherlands: Utrecht University, Utrecht. | *Grasmeijer, B. 2002. ''Process-based cross-shore modelling of barred beaches''. Unpublished PhD dissertation. The Netherlands: Utrecht University, Utrecht. | ||
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Hanson, H., and B. Camenen. 2007. Closed form solution for threshold velocity for initiation of sediment motion under waves. ''Proceedings Coastal Sediments '07'', ASCE, 15-27. | *Hanson, H., and B. Camenen. 2007. Closed form solution for threshold velocity for initiation of sediment motion under waves. ''Proceedings Coastal Sediments '07'', ASCE, 15-27. | ||
Havinga, F. J. 1992. ''Sediment concentrations and sediment transport in case of irregular non-breaking waves with a current. ''Technical report, Coastal Engineering Department. The Netherlands: Delft University of Technology, Delft. | *Havinga, F. J. 1992. ''Sediment concentrations and sediment transport in case of irregular non-breaking waves with a current. ''Technical report, Coastal Engineering Department. The Netherlands: Delft University of Technology, Delft. | ||
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Horikawa, K., A. Watanabe, and S. Katori. 1982. Sediment transport under sheet flow conditions. ''Proceedings 18''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 1,335-1,352. | *Horikawa, K., A. Watanabe, and S. Katori. 1982. Sediment transport under sheet flow conditions. ''Proceedings 18''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 1,335-1,352. | ||
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Revision as of 14:33, 4 October 2011
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Chapter 6 - Conclusions | Table of Contents |