BIBLIOGRAPHIE
85|P a g e
Lee, K.K., (1975).Longshore currents and sediment transport in West Shore of Lake
Michigan. Water Resources Research, Vol. 11, No. 6, p1029-1032.
Masselink G., et al,(2006). Morphodynamics of intertidal bars in wave dominated
coastal settings - A review, Geomorphology.
Mil-Homens, J., et al, (2013). Re-evaluation and improvement of three commonly
used bulk longshore sediment transport formulas. Coastal Engineering 75, p29-39.
Miller, H.C., (1999).Field measurements of longshore sediment transport during
storms. Coastal Engineering, Vol. 36, p301-321
Nolan K.M. et al, (2005)Geological Survey, Introduction to Suspended-Sediment
Sampling,Scientific Inverstigations, Report[article2005-5077].
Rabhi W., et Rahal F., (2011). Aménagement du port d’El Djamila avantages et
inconvénients et comportements des structures. Mémoire fin d'étude. Dely Brahim.
Alger: [Mémoire d'ingénieur en Aménagement du littoral] ENSSMAL.
Sabatier F., et al, (2001). Longshore sediment transport on sandy beaches. A
field/modelling approach. European Geophysical Society, France: Nice.
Southgate MA.,(2012)Wave breaking: A review of techniques for calculation energy
losses in breaking waves.
Shaeri S., et al, (2021) Revisiting longshore sediment transport formulas, CSU
Egineering Phd,Bathurst, Australia: Charles Stirt University.
Stépanian A., (2002).Evolution morphodynamique d'une plage macro tidale à
barres: Omaha beach (Normandie). Thèse de doctorat. Caen. Caen : Université de
Caen.
Schoonees, J.S. and Theron, A.K., (1996). Improvement of the most accurate
longshore transport formula. 25
th ICCE Orlando, USA.
Shore Protection Manual, (1984). CERC, Waterways Experiment Station
Swart, H., (1981). Effect of Richards Bay Harbour development on the adjacent
coast. 25th Congress, PIANC, Edinburgh, Section II, Vol. 5, p899-917.
Thior M., et al,(2019) : CARACTERISTIQUES GRANULOMETRIQUES ET DYNAMIQUE
SEDIMENTAIRE ENTRE LES DIFFERENTES UNITES GEOMORPHOLOGIQUES DU
LITTORAL DE LA CASAMANCE (SENEGAL),revue ivoirienne des sciences et
technologies, p32-35.
85|P a g e
Lee, K.K., (1975).Longshore currents and sediment transport in West Shore of Lake
Michigan. Water Resources Research, Vol. 11, No. 6, p1029-1032.
Masselink G., et al,(2006). Morphodynamics of intertidal bars in wave dominated
coastal settings - A review, Geomorphology.
Mil-Homens, J., et al, (2013). Re-evaluation and improvement of three commonly
used bulk longshore sediment transport formulas. Coastal Engineering 75, p29-39.
Miller, H.C., (1999).Field measurements of longshore sediment transport during
storms. Coastal Engineering, Vol. 36, p301-321
Nolan K.M. et al, (2005)Geological Survey, Introduction to Suspended-Sediment
Sampling,Scientific Inverstigations, Report[article2005-5077].
Rabhi W., et Rahal F., (2011). Aménagement du port d’El Djamila avantages et
inconvénients et comportements des structures. Mémoire fin d'étude. Dely Brahim.
Alger: [Mémoire d'ingénieur en Aménagement du littoral] ENSSMAL.
Sabatier F., et al, (2001). Longshore sediment transport on sandy beaches. A
field/modelling approach. European Geophysical Society, France: Nice.
Southgate MA.,(2012)Wave breaking: A review of techniques for calculation energy
losses in breaking waves.
Shaeri S., et al, (2021) Revisiting longshore sediment transport formulas, CSU
Egineering Phd,Bathurst, Australia: Charles Stirt University.
Stépanian A., (2002).Evolution morphodynamique d'une plage macro tidale à
barres: Omaha beach (Normandie). Thèse de doctorat. Caen. Caen : Université de
Caen.
Schoonees, J.S. and Theron, A.K., (1996). Improvement of the most accurate
longshore transport formula. 25
th ICCE Orlando, USA.
Shore Protection Manual, (1984). CERC, Waterways Experiment Station
Swart, H., (1981). Effect of Richards Bay Harbour development on the adjacent
coast. 25th Congress, PIANC, Edinburgh, Section II, Vol. 5, p899-917.
Thior M., et al,(2019) : CARACTERISTIQUES GRANULOMETRIQUES ET DYNAMIQUE
SEDIMENTAIRE ENTRE LES DIFFERENTES UNITES GEOMORPHOLOGIQUES DU
LITTORAL DE LA CASAMANCE (SENEGAL),revue ivoirienne des sciences et
technologies, p32-35.