CR-07-1:References

From CIRPwiki
Jump to navigation Jump to search


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.
  • 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.
  • 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.
  • 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 23rd '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.
  • 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.
  • 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., 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. 1968. Littoral drift as function of waves and current. Proceedings 11th '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).
  • 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.
  • 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.
  • 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., 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 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. 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., M. Larson, and T. Yamashita. 2005. A suspended load formula for the nearshore. Proceedings 52nd '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.
  • 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 27th '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.
  • 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.
  • 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.
  • 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.
  • Davies, A. G. 1990. Modelling of the vertical distribution of suspended sediment in combined wave-current flow. Proceedings 5th '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., 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 20th '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. 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 23rd '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.
  • 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., 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.
  • 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.
  • 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.
  • 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., 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.
  • 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. 2nd '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.
  • 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. 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.
  • 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.
  • 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.
  • 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 18th '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.
  • 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 10th '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.
  • 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.
  • Kim, H. 2004. Effective form roughness of ripples for waves. Journal of Coastal Research 20(3):731-738.
  • King, D. B. 1991. Studies in oscillatory flow bed load sediment transport. Unpublished PhD dissertation. San Diego, CA: University of California.
  • Komar, P. D., and M. C. Miller. 1975. The initiation of oscillatory ripple marks and the development of plane-bed at high shear stresses under waves. Journal of Sedimentary Petrology 45(3):697-703.
  • Kosyan, R. D. 1985. Vertical distribution of suspended sediment concentrations sea-wards of the breaking zone. Coastal Engineering 9(2):171-187.
  • Kraus, N. C., and M. Larson. 2001. Mathematical model for rapid estimation of infilling and sand bypassing at inlet entrance channels. Coastal and Hydraulics Laboratory Technical Note CHETN-IV-35. Vicksburg, MS: U.S. Army Engineer Research and Development Center, USA.
  • Kroon, A. 1991. Suspended-sediment concentrations in a barred nearshore zone. Proceedings Coastal Sediments '91, ASCE, 328-341.
  • Larson, M. 1995. Model for decay of random waves in surf zone. Journal of Waterways, Port, Coastal and Ocean Engineering 121(1):1-12.
  • Laursen, E. M. 1958. The total sediment load of streams. Journal of Hydraulic Engineering 84(1):1-36.
  • Lees, B. J. 1981. Relationship between eddy viscosity of sea water and eddy diffusivity of suspended sediments. Geo-Marine Letters 1:249-254.
  • Li, L., and M. Sawamoto. 1995. Experiments on sediment transport in sheet-flow regime under oscillatory flow. Coastal Engineering in Japan 38(2):157-178.
  • Madsen, O. S. 1991. Mechanics of cohesionless sediment transport in coastal waters. Proceedings Coastal Sediments '91, ASCE, 15-27.
  • Madsen, O. S. 1993. Sediment transport outside the surf zone. Coastal Engineering Research Center, unpublished report. Vicksburg, MS: U.S. Army Engineer Waterways Experiment Station, USA.
  • Madsen, O. S., and W. D. Grant. 1976. Sediment transport in the coastal environment. Technical Report 209. Cambridge, MA: Massachusetts Institute of Technology, USA.
  • Madsen, O. S., Y. Tajima, and B. A. Ebersole. 2003. Longshore sediment transport: a realistic order-of-magnitude estimate. Proceedings Coastal Sediments '03, ASCE (CDROM).
  • Manohar, M. 1955. Mechanics of bottom sediment movement due to wave action. Beach Erosion Board Technical Memorandum 75. Washington, DC: U.S. Army Corps of Engineers.
  • Meyer-Peter, E., and R. Müller. 1948. Formulas for bed-load transport. 2nd 'Meeting of the International Association of Hydraulic Structures Research, 39-64. Stockholm, Sweden.
  • Migniot, C. 1977. Action des courants, de la houleet duvent sur les sediments. La Houille Blanche 1:9-47.
  • Miller, H. C. 1998. Comparison of storm longshore transport rates to predictions. Proceedings 26th 'International Coastal Engineering Conference, ASCE, 2,954-2,967.
  • Miller, H. C. 1999. Field measurements of longshore sediment transport during storm. Coastal Engineering 36(4):301-321.
  • Nakato, T., F. A. Locher, J. R. Glover, and J. F. Kennedy. 1977. Wave entrainment of sediment from rippled beds. Journal of Waterways, Port, Coastal and Ocean Engineering 103:83-100.
  • Nielsen, P. 1979. Some basic concepts of wave sediment transport. Technical report, 160 pp. Denmark: Institute of Hydrodynamics and Hydraulic Engineering (ISVA), Technical University of Denmark.
  • Nielsen P. 1981. Dynamics and geometry of wave-generated ripples. Jurnal of Geophysical Research 86(C7):6,467-6,472.
  • Nielsen, P. 1984. Field measurements of time-averaged suspended sediment concentrations under waves. Coastal Engineering 8(1):51-72.
  • Nielsen, P. 1986. Suspended sediment concentrations under waves. Coastal Engineering 10(1):23-31.
  • Nielsen, P. 1992. Coastal bottom boundary layers and sediment transport. Vol. 4 of Advanced Series on Ocean Engineering, World Scientific Publication.
  • Nikora, V. I, and G. M. Smart. 1997. Turbulence characteristics of New Zealand gravel-bed rivers. Journal of Hydraulic Engineering 123(9):764-773.
  • Nnadi, F. N., and K. C. Wilson. 1992. Motion of contact-load particles at high shear stress. Journal of Hydraulic Engineering 118(12):1,670-1,684.
  • Ogston, A. S., and R. W. Sternberg. 2002. Effect of wave breaking on sediment eddy diffusivity, suspended-sediment, and longshore sediment flux profiles in the surf zone. Continental Shelf Research 22(4):633-655.
  • Peters, K. 2000. Morphodynamics in the surf zone of sandy coasts. Unpublished PhD dissertation. Germany: Technical University of Braunschweig (in German).
  • Rattanapitikon, W., and T. Shibayama. 2000. Simple model for undertow profile. Coastal Engineering Journal 42(1):1-30.
  • Raudkivi, A. J. 1998. Loose boundary hydraulics. Balkema. The Netherlands: Rotterdam.
  • Ribberink, J. S. 1998. Bed-load transport for steady flows and unsteady oscillatory flows. Coastal Engineering 34(1):59-82.
  • Ribberink, J. S., and A. A. Al Salem. 1994. Sediment transport in oscillatory boundary layers in cases of rippled beds and sheet flow. Journal of Geophysical Research 99(C6):707-727.
  • Ribberink, J. S., and Z. Chen. 1993. Sediment transport of fine sand under asymmetric oscillatory flow. Report H840 (Part VII). The Netherlands: Delft Hydraulics.
  • Richardson, J. F., and W. N. Zaki. 1954. Sedimentation and fluidisation: Part I. Transactions Institution of Chemical Engineers 32:35-53.
  • Rose, C. P., and P. D. Thorne. 2001. Measurements of suspended sediment transport parameters in a tidal estuary. Continental Shelf Research 21(15):1,551-1,575.
  • Rouse, H. 1938. Experiments on the mechanics of sediment suspension. Proceedings 5th 'International Congress for Applied Mechanics Proceedings 55. New York: Wiley & Sons.
  • Rowe, P. N. 1987. A convenient empirical equation for estimation of the Richardson-Zaki exponent. Chemical Engineering Science 42:2,795-2,796.
  • Sato, S. 1987. Oscillatory boundary layer flow and sand movement over ripples. Unpublished PhD dissertation. Tokyo, Japan: University of Tokyo.
  • Sawamoto, M., and T. Yamashita. 1986. Sediment transport rate due to wave action. Journal of Hydroscience and Hydraulic Engineering 4(1):1-15.
  • Scott, G. H., and H. D. Stephens. 1966. Special sediment investigation, Mississippi River at St Louis, Missouri, 1961-1963. Technical Report 1819-J. Washington, DC: Geological Survey Water-Supply Paper.
  • Shibayama, T., and K. Horikawa. 1982. Sediment transport and beach transformation. Proceedings 18th 'Coastal Engineering Conference, ASCE, 1,509-1,522.
  • Shields, A. 1936. Anwendung der Ähnlichkeitsmechanik und der Turbulenzforschung auf die Geshiebebewegung. Preussische Versuchsanstalt fur Wasserbau und Schiffbau. Heft 26, 5-24.
  • Skafel, M. G., and B. G. Krishnappan. 1984. Suspended sediment distribution in wave field. Journal of Waterways, Port, Coastal and Ocean Engineering 110(2):215-230.
  • Sleath, J. F. A. 1978. Measurements of bedload in oscillatory glow. Journal of Waterways, Port, Coastal and Ocean Engineering 10(4):291-307.
  • Sleath, J. F. A. 1982. The suspension of sand by waves. Journal of Hydraulic Research 20(5):439-451.
  • Smart, G. M. 1984. Sediment transport formula for steep channels. Journal of Hydraulic Engineering 111(3):267-276.
  • Smart, G. M. 1999. Turbulent velocity profiles and boundary shear in gravel bed rivers. Journal of Hydraulic Engineering 125(2):106-116.
  • Smith, J. D., and McLean, S. R. 1977. Spatially averaged flow over a wavy surface. Journal of Geophysical Research 82(12):1,735-1,746.
  • Soulsby, R. L. 1997. Dynamics of marine sands, a manual for practical applications. H. R. Wallingford, UK: Thomas Telford.
  • Soulsby, R. L., L. Hamm, G. Klopman, D. Myrhaug, R. R. Simons, and G. P. Thomas. 1993. Wave-current interaction within and outside the boundary layer. Coastal Engineering 21(1-3):41-69.
  • Soulsby, R. L. and R. J. S. Whitehouse 2005a. Prediction of ripple properties in shelf seas. Mark 1 Predictor. HR Wallingford Report TR150, February. Wallingford, UK.
  • Soulsby, R. L., and R. S. Whitehouse. 1997. Threshold of sediment motion in coastal environment. Proceedings Conference on Pacific Coasts and Ports, 149-154. Christchurch, New Zealand: University of Canterbury.
  • Soulsby, R. L. and R. J. S. Whitehouse 2005b. Prediction of ripple properties in shelf seas. Mark 2 Predictor for time evolution. HR Wallingford Report TR154, December. Wallingford, UK.
  • Staub, C., I. G. Jonsson, and I. A. Svendsen. 1984. Variation of sediment suspension in oscillatory flow. Proceedings 19th 'Coastal Engineering Conference, ASCE, 2,310-2,321.
  • Steetzel, H. J. 1984. Sediment suspension in an oscillating water motion close to the sand bed. Technical report, Coastal Engineering Department. Delft, The Netherlands: Delft University of Technology, Delft (in Dutch).
  • Steetzel, H. J. 1985. Model tests of scour near the toe of dune revetments. Technical Report M2051-Il, Coastal Engineering Department. Delft, The Netherlands: Delft University of Technology, Delft (in Dutch).
  • Stive, M. J. F. 1984. Energy dissipation in waves breaking on gentle beaches. Coastal Engineering 8(2):99-127.
  • Stokes, G. G. 1851. On the effect of internal friction of fluids on the motion of pendulums. Transactions of Cambridge Philosophical Society IX:8-106.
  • Sumer, B. M., and R. Deigaard. 1981. Particle motions near the bottom in turbulent flow in an open channel (Part 2). Journal of Fluid Mechanics 109:311-337.
  • Svendsen, I. A. 1984. Mass flux and undertow in the surf zone. Coastal Engineering 8(4):347-365.
  • Svendsen, I. A., and J. B. Hansen. 1988. Cross-shore currents in surf-zone modeling. Coastal Engineering 12:23-42.
  • Swart, D. H. 1974. Offshore sediment transport and equilibrium beach profiles. Technical report. Delft, The Netherlands: Delft Hydraulics Laboratory.
  • Trowbridge, J., and O. S. Madsen. 1984a. Turbulent wave boundary layers, 1: Model formulation and first-order solution. Journal of Geophysical Research 89(C5):7,989-7,997.
  • Trowbridge, J., and O. S. Madsen. 1984b. Turbulent wave boundary layers, 2: Second-order theory and mass transport. Journal of Geophysical Research 89(C5):7,999-8,007.
  • Van der Velden, E. 1986. Sediment suspension in an oscillating water motion close to the sand bed. Technical report, Coastal Engineering Department. Delft, The Netherlands: Delft University of Technology (in Dutch).
  • Van der Werf, J. J., and J. S. Ribberink. 2004. Wave-induced sediment transport processes in the ripple regime. Proceedings 29th 'Coastal Engineering Conference, ASCE, 1,741-1,753.
  • Van Rijn, L. C. 1984a. Sediment transport: Part I: Bed load transport. Journal of Hydraulic Engineering 110(10):1,431-1,456.
  • Van Rijn, L. C. 1984b. Sediment transport: Part II: Suspended load transport. Journal of Hydraulic Engineering 110(11):1,613-1,641.
  • Van Rijn, L. C. 1984c. Sediment transport: Part III: Bed form sand alluvial roughness. Journal of Hydraulic Engineering 110(12):1,733-1,754.
  • Van Rijn, L. C. 1989. Handbook of sediment transport by currents and waves. Technical Report H461. The Hague: Delft Hydraulics Laboratory.
  • Van Rijn, L. C. 1993. Principles of sediment transport in rivers, estuaries and coastal seas. The Netherlands: Aqua Publications.
  • Van Rijn, L. C., A. G. Davies, J. Van der Graff, and J. S. Ribberink (eds.). 2001. SEDMOC: Sediment transport modelling in marine coastal environments. The Netherlands: Aqua Publications, Amsterdam.
  • Van Rijn, L. C., and G. L. Tan. 1985. Sutrench-model: Two-dimensional vertical mathematical model for sedimentation in dredges channels and trenches by currents and waves. Technical report. The Hague: Delft Hydraulics Laboratory.
  • Vanoni, V. A. 1946. Transportation of suspended sediment by water. Transactions American Society of Civil Engineers III:67-133.
  • Voogt, L., L. C. Van Rijn, and J. H. Van den Berg. 1991. Sediment transport of fine sand at high velocities. Journal of Hydraulic Engineering 117(7):869-890.
  • Voulgaris, G., and M. B. Collins, M. 2000. Sediment resuspension on beaches: Response to breaking waves. Marine Geology 167(1-2):167-187.
  • Wang, P., B. A. Ebersole, and E. R. Smith. 2002. Longshore sand transport - initial results from large-scale sediment transport facility. Coastal and Hydraulics Laboratory Technical Note CHETN-II-46. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center, USA.
  • Watanabe, A. 1982. Numerical models of nearshore currents and beach deformation. Coastal Engineering in Japan 25:147-161.
  • Watanabe, A. 1989. Numerical models of nearshore currents and beach deformation. Coastal Engineering 12(4):371-379.
  • Watanabe, A., and M. Isobe. 1990. Sand transport rate under wave-current action. Proceedings 22nd 'Coastal Engineering Conference, ASCE, 2,495-2,506.
  • Watanabe, A., and M. Isobe. 1992. Total rate and distribution of longshore sand transport. Proceedings 23rd 'Coastal Engineering, ASCE, 2,528-2,541.
  • 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.
  • 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. 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.
  • 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.
  • 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.
Chapter 6 - Conclusions Table of Contents
Retrieved from "https://cirpwiki.info/index.php?title=CR-07-1:References&oldid=8074"