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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&nbsp;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&nbsp;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.


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 Unpublished PhD thesis.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 Unpublished PhD thesis.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


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


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., 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., 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., 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. 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. 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., 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.


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.
*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.


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.
*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.


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.
*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 J. Fredsøe. 1976. A sediment transport model for straight channel. ''Nordic Hydrology'' 7(5):293-306.
*Engelund, F., and J. Fredsøe. 1976. A sediment transport model for straight channel. ''Nordic Hydrology'' 7(5):293-306.


Engelund, F., and E. Hansen. 1972. ''A Monograph on sediment transport in alluvial streams''. Copenhagen: Technical Press Education.
*Engelund, F., and E. Hansen. 1972. ''A Monograph on sediment transport in alluvial streams''. Copenhagen: Technical Press Education.


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.
*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. 1984. Turbulent boundary layer in wave-current motion. ''Journal of Hydraulic Engineering'' 110(8):1,103-1,120.
*Fredsøe, J. 1984. Turbulent boundary layer in wave-current motion. ''Journal of Hydraulic Engineering'' 110(8):1,103-1,120.


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., 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., and R. Deigaard. 1994. ''Mechanics of coastal sediment transport''. Vol. 3, Advanced Series on Ocean Engineering, World Scientific Publication.
*Fredsøe, J., and R. Deigaard. 1994. ''Mechanics of coastal sediment transport''. Vol. 3, Advanced Series on Ocean Engineering, World Scientific Publication.


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.
*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.


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.
*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.


Gilbert, G. K. 1914. ''The transportation of debris by running water''. Technical Report 86, U.S. Geological Survey, Professional Paper.
*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. 1979. Combined wave and current interaction with a rough bottom. ''Journal of Geophysical Research'' 84(C4):1,797-1,808.
*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.


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.


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.
*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.


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.


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.
*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.


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


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.


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.
*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.


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.
*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.


Jonsson. I. G. 1966. Wave boundary layers and friction factors. ''Proceedings 10''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 127-148.
*Jonsson. I. G. 1966. Wave boundary layers and friction factors. ''Proceedings 10''<sup>''th</sup> ''''Coastal Engineering Conference'', ASCE, 127-148.


Kajiura, K. 1968. A model of the bottom boundary layer in water waves. ''Bulletin of the Earthquake Research Institute'' 46:75-123.
*Kajiura, K. 1968. A model of the bottom boundary layer in water waves. ''Bulletin of the Earthquake Research Institute'' 46:75-123.


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.
*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.


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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.


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.
*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. 1966. Bed-load transport at high shear stress. ''Journal of Hydraulic Engineering'' 92(11):49-59.
*Wilson, K. C. 1966. Bed-load transport at high shear stress. ''Journal of Hydraulic Engineering'' 92(11):49-59.


Wilson, K. C. 1989a. Friction of wave induced sheet flow. ''Coastal Engineering'' 12(4):371-379.
*Wilson, K. C. 1989a. Friction of wave induced sheet flow. ''Coastal Engineering'' 12(4):371-379.


Wilson, K. C. 1989b. Mobile bed friction at high shear stress. ''Journal of Hydraulic Engineering'' 115(6):825-830.
*Wilson, K. C. 1989b. Mobile bed friction at high shear stress. ''Journal of Hydraulic Engineering'' 115(6):825-830.


Yalin, M. S. 1977. ''Mechanics of Sediment Transport''. Pergamon Press, Oxford, 2nd edition.
*Yalin, M. S. 1977. ''Mechanics of Sediment Transport''. Pergamon Press, Oxford, 2nd edition.


You, Z.-J. 1999. The inception of sheet flow in oscillatory sheet flow. Technical Note, ''Ocean Engineering'' 26(3):277-285.
*You, Z.-J. 1999. The inception of sheet flow in oscillatory sheet flow. Technical Note, ''Ocean Engineering'' 26(3):277-285.


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.
*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.


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.
*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.


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.
*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.


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Chapter 6 - Conclusions Table of Contents