|Table of Contents|

Citation:
 Minh Tuan Vu,Yves Lacroix,Viet Thanh Nguyen.Empirical Equilibrium Beach Profiles Along the Eastern Tombolo of Giens[J].Journal of Marine Science and Application,2018,(2):241-253.[doi:10.1007/s11804-018-0027-3]
Click and Copy

Empirical Equilibrium Beach Profiles Along the Eastern Tombolo of Giens

Info

Title:
Empirical Equilibrium Beach Profiles Along the Eastern Tombolo of Giens
Author(s):
Minh Tuan Vu12 Yves Lacroix13 Viet Thanh Nguyen2
Affilations:
Author(s):
Minh Tuan Vu12 Yves Lacroix13 Viet Thanh Nguyen2
1 SEATECH, University of Toulon, 83162 La Valette-du-Var, France;
2 University of Transport and Communications, Hanoi 100000, Vietnam;
3 MEMOCS, Università Degli Studi dell’Aquila, 67100 L’Aquila, Italy
Keywords:
EquilibriumbeachprofileEasterntomboloofGiensExponentialfunctionLogarithmicfunctionPotentialfunction erosion and accretion
分类号:
-
DOI:
10.1007/s11804-018-0027-3
Abstract:
Beaches along the eastern branch of the Giens double tombolo are subject to coastal erosion. Prediction of the behavior of the beach profile configuration in response to natural and anthropogenic changes using the concept of equilibrium beach profile (EBP) could be useful in finding the most suitable measure to address the erosion problem. Field investigation data of 11 beaches along the eastern tombolo were supplied for this study, and a nonlinear fitting technique was applied to estimate the best parameter values of seven empirical formulations of the relevant EBP. All of the observed beach profiles could be described by a single function, but a single EBP was inadequate to represent all of the beach profiles observed. The variation found could be explained in terms of longshore variation of bathymetry, sediment size, and wave parameters. Analysis of the validity of the EBPs revealed that a representative EBP of each beach is governed by different equilibrium parameters.

References:

Aragonés L, Serra JC, Villacampa Y, Saval JM, Tinoco H (2015) New methodology for describing the equilibrium beach profile applied to the Valencia’s beaches. Geomorphology 259:1-11
Bernabeu AM, Medina R, Vidal C (2003) A morphological model of the beach profile integrating wave and tidal influences. Mar Geol 197(1-4):95-116. https://doi.org/10.1016/S0025-3227(03)00087-2
Bodge KR (1992) Representing equilibrium beach profiles with an exponential expression. J Coast Res 8(1):47-55
Bruun P (1954) Coast erosion and the development of beach profiles:U.S. Beach Erosion Board 44:1-79.
Courtaud J (2000) Dynamiques geomorphologiques et risques littoraux cas du tombolo de giens (Var, France méridionale). (Ph.D. dissertation), Université Aix-Marseille I
Dai Z-J, Du J-Z, Li C-C, Chen Z-S (2007) The configuration of equilibrium beach profile in South China. Geomorphology 86(3-4):441-454. https://doi.org/10.1016/j.geomorph.2006.09.016
Dean RG (1977) Equilibrium beach profiles:U.S. Atlantic and Gulf coasts. Center for Apllied Coastal Research 12:1-45
Dean RG (1987) Coastal sediment processes:toward engineering solutions. American Society of Civil Engineers, Proceedings of Coastal Sediments ’87, 24
Dean RG (1991) Equilibrium beach profiles:characteristics and applications. J Coast Res 7(1):53-84
Dean RG, Dalrymple RA (2004) Coastal processes with engineering applications. Cambridge University Press, Cambridge
E.O.L (2010) Suivi de l’évolution des plages de la commune Hyères-lespalmiers. Commune de Heres-Les-Palmiers 4:1-94
Gacia E, Granata TC, Duarte CM (1999) An approach to measurement of particle flux and sediment retention within seagrass (Posidonia oceanica) meadows. Aquat Bot 65(1-4):255-268. https://doi.org/10.1016/S0304-3770(99)00044-3
Gómez-Pujol L, Orfila A, Álvarez-Ellacuría A, Tintoré J (2011) Controls on sediment dynamics and medium-term morphological change in a barred microtidal beach (Cala Millor, Mallorca, Western Mediterranean). Geomorphology 132(3-4):87-98. https://doi.org/10.1016/j.geomorph.2011.04.026
Hallermeier RJ (1981) Fall Velocity of Beach Sands. United States Army.Corps of Engineers, Coastal Engineering Research Center 6:1-2
Hamm L, Capobianco M, Dette HH, Lechuga A, Spanhoff R, Stive MJF (2002) A summary of European experience with shore nourishment.Coast Eng 47(2):237-264. https://doi.org/10.1016/S0378-3839(02)00127-8
Jeudy De Grissac A (1975) Sédimentologie dynamique des rades d’Hyères et de Giens (Var). Problèmes d’Aménagements. (Ph.D.dissertation), Université d’Aix-Marseille Ⅱ, Marseille
Kaiser MFM, Frihy OE (2009) Validity of the equilibrium beach profiles:Nile Delta Coastal Zone, Egypt. Geomorphology 107(1-2):25-31.https://doi.org/10.1016/j.geomorph.2006.09.025
Komar PD, McDougal GW (1994) The analysis of exponential beach profiles. J Coast Res 10(1):59-69
Kombiadou K, Ganthy F, Verney R, Plus M, Sottolichio A (2013) Modelling the effects of Zostera noltei meadows on sediment dynamics:application to the Arcachon lagoon. Ocean Dyn 64(10):1499-1516. https://doi.org/10.1007/s10236-014-0754-1
Lacroix Y, Vu MT, Than VV, Nguyen VT (2015) Modeling the effect of geotextile submerged breakwater on hydrodynamics in La Capte beach. Paper presented at the Vietnam-Japan Workshop on Estuaries, Coasts and Rivers, Hoi An, Vietnam
Lee PZ-F (1994) The submarine equilibrium profile:a physical model. J Coast Res 10(1):1-17
MathWorks (2015) Curve fitting toolbox-user’s guide 212
Medina JR, Tintoré J, Duarte CM (2001) Las praderas de Posidonia oceanica y la regeneración de playas. Revista de obras publicas 3409:31-43
Nguyen VT, Zheng J-H, Zhang C (2012) Beach profiles characteristics along Giao Thuy and Hai Hau coasts, Vietnam:a field study. China Ocean Eng 26(4):699-712. https://doi.org/10.1007/s13344-012-0052-y
Nicholls RJ, Birkemeier WA, Hallermeier RJ (1996) Application of the depth of closure concept. Coast Eng 25:3874-3887
OCEANIDE (2010) Etude pour la protection de la plage du Ceinturon et du secteur Sud du port Saint-Pierre-Phase 1:Synthèse des connaissances 1:1-143
Ranasinghe R, Turner IL (2006) Shoreline response to submerged structures:a review. Coast Eng 53(1):65-79. https://doi.org/10.1016/j.coastaleng.2005.08.003
Romańczyk W, Boczar-Karakiewicz B, Bona JL (2005) Extended equilibrium beach profiles. Coast Eng 52(9):727-744. https://doi.org/10.1016/j.coastaleng.2005.05.002
Sierra J, Presti A, Sánchez-Arcilla A (1994) An attempt to model longshore sediment transport on the Catalan coast. Coastal Engineering 1994:2625-2638 American Society of Civil Engineers
SOGREAH (1988) Etudes sédimentologiques de la rade d Hyères.Littoral de port Pothuau à la Badine 4:1-64
Thieler ER, Pilkey OH Jr, Young RS, David MB, Chai F (2000) The use of mathematical models to predict beach behavior for U.S. coastal engineering:a critical review. J Coast Res 16(1):48-70
Vellinga P (1987) Beach and dune erosion during storm surges. Coast Eng 6(4):361-387. https://doi.org/10.1016/0378-3839(82)90007-2
Vu MT, Lacroix Y, Nguyen VT (2017) Investigating the impacts of the regression of Posidonia oceanica on hydrodynamics and sediment transport in Giens Gulf. Ocean Eng 146:70-86. https://doi.org/10.1016/j.oceaneng.2017.09.051

Memo

Memo:
Received date:2017-04-07;Accepted date:2018-01-18。
Foundation item:This work was financially supported by the 911 Project of Vietnam International Education Development, Ministry of Education and Training, Vietnam.
Corresponding author:Minh Tuan Vu,mvu@univ-tln.fr
Last Update: 2018-10-11