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==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.


*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.


==References==
*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.
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.
*Al Salem, A. A. 1993. ''Sediment transport in oscillatory boundary layers under sheet flow conditions''. PhD dissertation. The Netherlands: Delft Hydraulics.


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.
*Anderson, A. G. 1942. Distribution of suspended sediment in a natural stream. ''Transactions American Geophysical Union'' 23(2):678-683.


Al Salem, A. A. 1993. ''Sediment transport in oscillatory boundary layers under sheet flow conditions''. PhD dissertation. The Netherlands: Delft Hydraulics.
*Antsyferov, S. M., T. Basinski, and N. V. Pykhov. 1983. Measurements of coastal suspended sediment concentrations. ''Coastal Engineering'' 7(2):145-166.


Anderson, A. G. 1942. Distribution of suspended sediment in a natural stream. ''Transactions American Geophysical Union'' 23(2):678-683.
*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.


Antsyferov, S. M., T. Basinski, and N. V. Pykhov. 1983. Measurements of coastal suspended sediment concentrations. ''Coastal Engineering'' 7(2):145-166.
*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.


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.
*Bagnold, R. A. 1966. ''An approach to the sediment transport problem from general physics''. Professional Paper 422-I. Washington, DC: U.S. Geological Survey.


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.
*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.


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., 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. 1981. An energetic total load sediment transport model for a plane sloping beach. ''Journal of Geophysical Research ''86(C11):10,938-10,954.
*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.


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.
*Bayram, A., B. Camenen, and M. Larson. 2003. Equivalent roughness under sheet flow conditions. ''Proceedings Coastal Sediments '03'', ASCE (CDROM).


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., 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., B. Camenen, and M. Larson. 2003. Equivalent roughness under sheet flow conditions. ''Proceedings Coastal Sediments '03'', ASCE (CDROM).
*Bijker, E. W. 1967. ''Some considerations about scales for coastal models with movable bed''. Technical Report 50. The Netherlands: Delft Hydraulics Laboratory.


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. 1968. Littoral drift as function of waves and current. ''Proceedings 11''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 415-435.


Bijker, E. W. 1967. ''Some considerations about scales for coastal models with movable bed''. Technical Report 50. The Netherlands: Delft Hydraulics Laboratory.
*Bosman, J. 1982. ''Concentration distribution under waves and current''. Technical Report M1875. The Netherlands: Coastal Engineering Department, Delft University of Technology, (in Dutch).


Bijker, E. W. 1968. Littoral drift as function of waves and current. ''Proceedings 11''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 415-435.
*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.


Bosman, J. 1982. ''Concentration distribution under waves and current''. Technical Report M1875. The Netherlands: Coastal Engineering Department, Delft University of Technology, (in Dutch).
*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.


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.
*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.


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.
*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.


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.
*Camenen, B. 2002. ''Modelisation numerique du transport sedimentaire sur une plage sableuse''. Unpublished PhD thesis. Grenoble, France: Universite Joseph Fourier.


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. 2007. Simple and general formula for the settling velocity of particles. ''Journal of Hydraulic Engineering'' 133(2): 229-233.


Camenen, B. 2002. ''Modelisation numerique du transport sedimentaire sur une plage sableuse''. Unpublished PhD thesis. Grenoble, France: Universite Joseph Fourier.
*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. 2007. Simple and general formula for the settling velocity of particles. ''Journal of Hydraulic Engineering'' 133(2): 229-233.
*Camenen, B., and P. Larroudé. 2003. Comparison of sediment transport formulae for a coastal environment. ''Coastal Engineering'' 48(2):111-132.


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 M. Larson. 2005a. Bed-load transport under steady and oscillatory flow. ''Proceedings Coastal Dynamics 05''', ASCE (CDROM).


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. 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. 2005a. Bed-load transport under steady and oscillatory flow. ''Proceedings Coastal Dynamics 05''', ASCE (CDROM).
*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. 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. 2007. A suspended load sediment transport formula for the nearshore. ''Journal of Coastal Research'', in press.


Camenen, B., and M. Larson. 2006. Phase lag effects in sheet flow transport. ''Coastal Engineering'' 53(5/6):531-542.
*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., and M. Larson. 2007. A suspended load sediment transport formula for the nearshore. ''Journal of Coastal Research'', in press.
*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.


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).
*Cheng, N.-S. 2002. Exponential formula for bed load transport. ''Journal of Hydraulic Engineering'' 128(10):942-946.


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.
*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.


Cheng, N.-S. 2002. Exponential formula for bed load transport. ''Journal of Hydraulic Engineering'' 128(10):942-946.
*Clubb, G. 2001. ''Experimental study of vortex ripples in full-scale sinusoidal and asymmetric flows''. Unpublished PhD dissertation. United Kingdom: Aberdeen University.


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.
*Coleman, N. L. 1970. Flume studies of the sediment transfer coefficient. ''Water Resources Research'' 6(3):801-809.


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. 1981. Velocity profiles with suspended sediment. ''Journal of Hydraulic Research'' 19(3):211-229.


Coleman, N. L. 1970. Flume studies of the sediment transfer coefficient. ''Water Resources Research'' 6(3):801-809.
*Coles, D. 1956. The law of the wake in the turbulent boundary layer. ''Journal of Fluid Mechanics'' 1(Part 2):191-226.


Coleman, N. L. 1981. Velocity profiles with suspended sediment. ''Journal of Hydraulic Research'' 19(3):211-229.
*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&nbsp;pp. Washington, DC: U.S. Geological Survey, Professional Paper.


Coles, D. 1956. The law of the wake in the turbulent boundary layer. ''Journal of Fluid Mechanics'' 1(Part 2):191-226.
*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.


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&nbsp;pp. Washington, DC: U.S. Geological Survey, Professional Paper.
*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.


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.
*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.


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., 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. 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., 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., 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.
*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.


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.
*Dibajnia, M. 1991. ''Study on nonlinear effects in beach processes''. Unpublished PhD thesis. Japan: University of Tokyo.


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.
*Dibajnia, M. 1995. Sheet flow transport formula extended and applied to horizontal plane problems. ''Coastal Engineering in Japan'' 38(2):178-194.


Dibajnia, M. 1991. ''Study on nonlinear effects in beach processes''. Unpublished PhD thesis. Japan: University of Tokyo.
*Dibajnia, M., and A. Watanabe. 1992. Sheet flow under nonlinear waves and currents. ''Proceedings 23''<sup>''rd</sup> ''''Coastal Engineering Conference'', ASCE, 2,015-2,029.


Dibajnia, M. 1995. Sheet flow transport formula extended and applied to horizontal plane problems. ''Coastal Engineering in Japan'' 38(2):178-194.
*Dibajnia, M., T. Moriya, and A. Watanabe. 2001. A representative wave model for estimation of nearshore local transport rate. ''Coastal Engineering Journal'' 43(1):1-38.


Dibajnia, M., and A. Watanabe. 1992. Sheet flow under nonlinear waves and currents. ''Proceedings 23''<sup>''rd</sup> ''''Coastal Engineering Conference'', ASCE, 2,015-2,029.
*Dohmen-Janssen, C. M. 1999. ''Grain size influence on sediment transport in oscillatory sheet flow, phase-lags and mobile-bed effects''. Unpublished PhD dissertation. The Netherlands: Delft University of Technology.


Dibajnia, M., T. Moriya, and A. Watanabe. 2001. A representative wave model for estimation of nearshore local transport rate. ''Coastal Engineering Journal'' 43(1):1-38.
*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. 1999. ''Grain size influence on sediment transport in oscillatory sheet flow, phase-lags and mobile-bed effects''. Unpublished PhD dissertation. The Netherlands: Delft University of Technology.
*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., and D. M. Hanes. 2002. Sheet flow dynamics under monochromatic nonbreaking waves. ''Journal of Geophysical Research'' 107(C10):13:1-13:21.
*Drake, T. G., and J. Calantoni. 2001. Discrete particle model for sheet flow sediment transport in the nearshore. ''Journal of Geophysical Research'' 106(C9):19,859-19,868.


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.
*DuToit, C. G., and J. F. A. Sleath. 1981. Velocity measurements close to rippled beds in oscillatory flow. ''Journal of Fluid Mechanics'' 112:71-96.


Drake, T. G., and J. Calantoni. 2001. Discrete particle model for sheet flow sediment transport in the nearshore. ''Journal of Geophysical Research'' 106(C9):19,859-19,868.
*Einstein, H. A. 1950. ''The bed-load function for sediment transportation in open channel flows''. Technical Report 1026. Washington, DC: U.S. Department of Agriculture, Technical Bulletin, U.S.A.


DuToit, C. G., and J. F. A. Sleath. 1981. Velocity measurements close to rippled beds in oscillatory flow. ''Journal of Fluid Mechanics'' 112:71-96.
*Engelund, F., and J. Fredsøe. 1976. A sediment transport model for straight channel. ''Nordic Hydrology'' 7(5):293-306.


Einstein, H. A. 1950. ''The bed-load function for sediment transportation in open channel flows''. Technical Report 1026. Washington, DC: U.S. Department of Agriculture, Technical Bulletin, U.S.A.
*Engelund, F., and E. Hansen. 1972. ''A Monograph on sediment transport in alluvial streams''. Copenhagen: Technical Press Education.


Engelund, F., and J. Fredsøe. 1976. A sediment transport model for straight channel. ''Nordic Hydrology'' 7(5):293-306.
*Falques, A., and H. E. De Swart. 1998. ''Coastal morphodynamics''. Technical Report, Institute of Marine, and Atmospheric Research, Utrecht, EG/MASTY Advanced Study Course. The Netherlalnds: Renesse.


Engelund, F., and E. Hansen. 1972. ''A Monograph on sediment transport in alluvial streams''. Copenhagen: Technical Press Education.
*Fredsøe, J. 1984. Turbulent boundary layer in wave-current motion. ''Journal of Hydraulic Engineering'' 110(8):1,103-1,120.


Falques, A., and H. E. De Swart. 1998. ''Coastal morphodynamics''. Technical Report, Institute of Marine, and Atmospheric Research, Utrecht, EG/MASTY Advanced Study Course. The Netherlalnds: Renesse.
*Fredsøe, J., O. H. Andersen, and S. Silberg. 1985. Distribution of suspended sediment in large waves. ''Journal of Waterways, Port, Coastal and Ocean Engineering'' 111(6):1,041-1,059.


Fredsøe, J. 1984. Turbulent boundary layer in wave-current motion. ''Journal of Hydraulic Engineering'' 110(8):1,103-1,120.
*Fredsøe, J., and R. Deigaard. 1994. ''Mechanics of coastal sediment transport''. Vol. 3, Advanced Series on Ocean Engineering, World Scientific Publication.


Fredsøe, J., O. H. Andersen, and S. Silberg. 1985. Distribution of suspended sediment in large waves. ''Journal of Waterways, Port, Coastal and Ocean Engineering'' 111(6):1,041-1,059.
*Frijlink, H. C. 1952. Discussion des formules de debit solide de Kalinske, Einstein et Meyer-Peter and Müller compte tenue des mesures recentes de transport dans les rivieres Nederlandaises. ''2''<sup>''nd</sup> ''''Journal Hydraulique, Societe Hydraulique de France,'' 98-103.


Fredsøe, J., and R. Deigaard. 1994. ''Mechanics of coastal sediment transport''. Vol. 3, Advanced Series on Ocean Engineering, World Scientific Publication.
*Gailani, J. Z., and J. S. Smith. 2000. ''Analysis of sediment transport processes, mouth of Columbia River''. Coastal and Hydraulics Laboratory unpublished manuscript. Vicksburg, MS: U.S. Army Engineer Research and Development Center.


Frijlink, H. C. 1952. Discussion des formules de debit solide de Kalinske, Einstein et Meyer-Peter and Müller compte tenue des mesures recentes de transport dans les rivieres Nederlandaises. ''2''<sup>''nd</sup> ''''Journal Hydraulique, Societe Hydraulique de France,'' 98-103.
*Gilbert, G. K. 1914. ''The transportation of debris by running water''. Technical Report 86, U.S. Geological Survey, Professional Paper.


Gailani, J. Z., and J. S. Smith. 2000. ''Analysis of sediment transport processes, mouth of Columbia River''. Coastal and Hydraulics Laboratory unpublished manuscript. Vicksburg, MS: U.S. Army Engineer Research and Development Center.
*Grant, W. D., and O. S. Madsen. 1979. Combined wave and current interaction with a rough bottom. ''Journal of Geophysical Research'' 84(C4):1,797-1,808.


Gilbert, G. K. 1914. ''The transportation of debris by running water''. Technical Report 86, U.S. Geological Survey, Professional Paper.
*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. 1979. Combined wave and current interaction with a rough bottom. ''Journal of Geophysical Research'' 84(C4):1,797-1,808.
*Grasmeijer, B. 2002. ''Process-based cross-shore modelling of barred beaches''. Unpublished PhD dissertation. The Netherlands: Utrecht University, Utrecht.


Grant, W. D., and O. S. Madsen. 1982. Movable bed roughness in unsteady oscillatory flow. ''Journal of Geophysical Research'' 87(C1):469-481.
*Green, M. O., T. J. Dolphin, A. Swales, and C. E. Vincent. 1999. Transport of mixed-size sediments in a tidal channel. ''Proceedings Coastal Sediments '99'', ASCE, 644-658.


Grasmeijer, B. 2002. ''Process-based cross-shore modelling of barred beaches''. Unpublished PhD dissertation. The Netherlands: Utrecht University, Utrecht.
*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.


Green, M. O., T. J. Dolphin, A. Swales, and C. E. Vincent. 1999. Transport of mixed-size sediments in a tidal channel. ''Proceedings Coastal Sediments '99'', ASCE, 644-658.
*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.


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.
*Hayakawa, N., G. Tsujimoto, and H. Hashimoto. 1983. Velocity distribution and suspended sediment concentration over large scale ripples. ''Coastal Engineering in Japan'' 26:91-100.


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.
*Homma, M., K. Horikawa, and R. Kajima. 1965. A study of suspended sediment due to wave action. ''Coastal Engineering in Japan'' 8:85-103.


Hayakawa, N., G. Tsujimoto, and H. Hashimoto. 1983. Velocity distribution and suspended sediment concentration over large scale ripples. ''Coastal Engineering in Japan'' 26:91-100.
*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.


Homma, M., K. Horikawa, and R. Kajima. 1965. A study of suspended sediment due to wave action. ''Coastal Engineering in Japan'' 8:85-103.
*Huynh-Thanh, S., and A. Temperville. 1991. A numerical model of the rough turbulent boundary layer in combined wave and current interaction. In "Sand transport in rivers estuaries and the sea," ''Euromech'' 262:141-148.


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.
*Jenkins, J. T., and D. M. Hanes. 1998. A sheared layer of colliding grains driven from above by a turbulent fluid. ''Journal of Fluid Mechanics'' 370:29-52.


Huynh-Thanh, S., and A. Temperville. 1991. A numerical model of the rough turbulent boundary layer in combined wave and current interaction. In "Sand transport in rivers estuaries and the sea," ''Euromech'' 262:141-148.
*Jonsson. I. G. 1966. Wave boundary layers and friction factors. ''Proceedings 10''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 127-148.


Jenkins, J. T., and D. M. Hanes. 1998. A sheared layer of colliding grains driven from above by a turbulent fluid. ''Journal of Fluid Mechanics'' 370:29-52.
*Kajiura, K. 1968. A model of the bottom boundary layer in water waves. ''Bulletin of the Earthquake Research Institute'' 46:75-123.


Jonsson. I. G. 1966. Wave boundary layers and friction factors. ''Proceedings 10''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 127-148.
*Kalkanis, G. 1964. ''Transportation of bed material due to wave action''. Technical Memorandum 2. Washington, DC: Coastal Engineering Research Center, U.S. Army Corps of Engineers.


Kajiura, K. 1968. A model of the bottom boundary layer in water waves. ''Bulletin of the Earthquake Research Institute'' 46:75-123.
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Whitehouse, R. S. 1995. Observations of the boundary layer characteristics and the suspension of sand at a tidal site. ''Continental Shelf Research'' 15(13):1,549-1,567.
*Wilson, K. C. 1966. Bed-load transport at high shear stress. ''Journal of Hydraulic Engineering'' 92(11):49-59.


Willis, G. P., N. L. Coleman, and W. M. Ellis. 1972. Laboratory study of transport of fine sand. ''Journal of Hydraulic Engineering'' 98(3):801-816.
*Wilson, K. C. 1989a. Friction of wave induced sheet flow. ''Coastal Engineering'' 12(4):371-379.


Wilson, K. C. 1966. Bed-load transport at high shear stress. ''Journal of Hydraulic Engineering'' 92(11):49-59.
*Wilson, K. C. 1989b. Mobile bed friction at high shear stress. ''Journal of Hydraulic Engineering'' 115(6):825-830.


Wilson, K. C. 1989a. Friction of wave induced sheet flow. ''Coastal Engineering'' 12(4):371-379.
*Yalin, M. S. 1977. ''Mechanics of Sediment Transport''. Pergamon Press, Oxford, 2nd edition.


Wilson, K. C. 1989b. Mobile bed friction at high shear stress. ''Journal of Hydraulic Engineering'' 115(6):825-830.
*You, Z.-J. 1999. The inception of sheet flow in oscillatory sheet flow. Technical Note, ''Ocean Engineering'' 26(3):277-285.


Yalin, M. S. 1977. ''Mechanics of Sediment Transport''. Pergamon Press, Oxford, 2nd edition.
*Yu, Y., R.W. Sternberg, and R. A. Beach. 1993. Kinematics of breaking wave and associated suspended sediment in the nearshore zone. ''Continental Shelf Research'' 13(11):1,219-1,242.


You, Z.-J. 1999. The inception of sheet flow in oscillatory sheet flow. Technical Note, ''Ocean Engineering'' 26(3):277-285.
*Zala Flores, N., and J. F. A. Sleath. 1998. Mobile layer in oscillatory sheet flow. ''Journal of Geophysical Research'' 106(C6):12,783-12,793.


Yu, Y., R.W. Sternberg, and R. A. Beach. 1993. Kinematics of breaking wave and associated suspended sediment in the nearshore zone. ''Continental Shelf Research'' 13(11):1,219-1,242.
*Zyserman, J. A., and J. Fredsøe. 1994. Data analysis is of bed concentration of suspended sediment. ''Journal of Hydraulic Research'' 120(9):1,021-1,042.


Zala Flores, N., and J. F. A. Sleath. 1998. Mobile layer in oscillatory sheet flow. ''Journal of Geophysical Research'' 106(C6):12,783-12,793.
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Zyserman, J. A., and J. Fredsøe. 1994. Data analysis is of bed concentration of suspended sediment. ''Journal of Hydraulic Research'' 120(9):1,021-1,042.
[[category:Publication]]

Latest revision as of 20:17, 21 March 2012

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Chapter 6 - Conclusions Table of Contents
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