Observations and Modelling of Shoreface Nourishment Behaviour

Journal of Marine Science and Engineering - Tập 7 Số 3 - Trang 59
B.J.A. Huisman1,2, D.J.R. Walstra1, M. Radermacher3, Matthieu A. de Schipper2, Gerben Ruessink4
1Department of Applied Morphology, Deltares, P.O. Box 177, 2600MH Delft, The Netherlands
2Department of Hydraulic Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O. Box 5048, 2600GA Delft, The Netherlands
3H-max, Rijswijk, The Netherlands
4Department of Physical Geography, Faculty of Geosciences, Utrecht University, P.O. Box 80115, 3508TC Utrecht, The Netherlands

Tóm tắt

Shoreface nourishments are commonly applied for coastal maintenance, but their behaviour is not well understood. Bathymetric data of 19 shoreface nourishments located at alongshore uniform sections of the Dutch coast were therefore analyzed and used to validate an efficient method for predicting the erosion of shoreface nourishments. Data shows that considerable cross-shore profile change takes place at a shoreface nourishment, while an impact at the adjacent coast is hard to distinguish. The considered shoreface nourishments provide a long-term (3 to ∼30 years) cross-shore supply of sediment to the beach, but with small impact on the local shoreline shape. An efficient modelling approach is presented using a lookup table filled with computed initial erosion–sedimentation rates for a range of potential environmental conditions at a single post-construction bathymetry. Cross-shore transport contributed the majority of the losses from the initial nourishment region. This transport was driven partly by water-level setup driven currents (e.g., rip currents) and increased velocity asymmetry of the waves due to the geometrical change at the shoreface nourishment. Most erosion of the nourishment takes place during energetic wave conditions ( H m 0 ≥ 3 m) as milder waves are propagated over the nourishment without breaking. A data-model comparison shows that this approach can be used to accurately assess the erosion rates of shoreface nourishments in the first years after construction.

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Tài liệu tham khảo

Bird, E.C.F. (1985). Coastline Changes: A Global Review, Wiley Interscience.

Dean, 1992, Beach-nourishment performance predictions, J. Waterw. Port Coast. Ocean Eng., 118, 567, 10.1061/(ASCE)0733-950X(1992)118:6(567)

Davis, 2000, Comparison of the Performance of Three Adjacent and Differently Constructed Beach Nourishment Projects on the Gulf Peninsula of Florida, J. Coast. Res., 16, 396

Hamm, 2002, A summary of European experience with shore nourishment, Coast. Eng., 47, 237, 10.1016/S0378-3839(02)00127-8

Benedet, 2007, Processes Controlling Development of Erosional Hot Spots on a Beach Nourishment Project, J. Coast. Res., 23, 33, 10.2112/06-0706.1

Ludka, 2018, Nourishment evolution and impacts at four southern California beaches: A sand volume analysis, Coast. Eng., 136, 96, 10.1016/j.coastaleng.2018.02.003

Leonard, 1990, An analysis of replenished beach design parameters on U.S. East coast barrier islands, J. Coast. Res., 6, 15

Cooke, 2012, Nourishment practices on Australian sandy beaches: A review, J. Environ. Manag., 113, 319, 10.1016/j.jenvman.2012.09.025

Van der Spek, A.J.F., and Elias, E.P.L. (2013, January 24–28). The effects of nourishments on autonomous coastal behaviour. Proceedings of the 7th International Conference on Coastal Dynamics, Arcachon, France.

Edge, B.L. (1996, January 2–6). Morphological development of the Terschelling shoreface nourishment in response to hydrodynamic and sediment transport processes. Proceedings of the 25th International Conference on Coastal Engineering, Orlando, FL, USA.

Grunnet, 2005, Morphodynamic response of nearshore bars to a shoreface nourishment, Coast. Eng., 52, 119, 10.1016/j.coastaleng.2004.09.006

Wiersma, 2004, Nourishing the shoreface: Observations and hindcasting of the Egmond case, The Netherlands, Coast. Eng., 51, 813, 10.1016/j.coastaleng.2004.07.011

Ojeda, 2008, Morphodynamic response of a two-barred beach to a shoreface nourishment, Coast. Eng., 55, 1185, 10.1016/j.coastaleng.2008.05.006

Grunnet, 2004, Process-based modelling of a shoreface nourishment, Coast. Eng., 51, 581, 10.1016/j.coastaleng.2004.07.016

Walstra, 2012, On bar growth and decay during interannual net offshore migration, Coast. Eng., 60, 190, 10.1016/j.coastaleng.2011.10.002

Jacobsen, 2014, Cross-Shore Redistribution of Nourished Sand near a Breaker Bar, J. Waterw. Port Coast. Ocean Eng., 140, 125, 10.1061/(ASCE)WW.1943-5460.0000233

Radermacher, 2018, Behaviour of subtidal sandbars in response to nourishments, Geomorphology, 313, 1, 10.1016/j.geomorph.2018.04.005

Hoefel, 2003, Wave-Induced Sediment Transport and Sandbar Migration, Science, 299, 1885, 10.1126/science.1081448

Ruessink, 2007, Modeling cross-shore sandbar behavior on the timescale of weeks, J. Geophys. Res.-Earth Surf., 112, 1, 10.1029/2006JF000730

Svendsen, 1984, Mass flux and undertow in a surf zone, Coast. Eng., 8, 347, 10.1016/0378-3839(84)90030-9

Roelvink, J.A. (1993). Surf Beat and Its Effect on Cross-Shore Profiles. [Ph.D. Thesis, Delft University of Technology].

Wijnberg, 2002, Environmental controls on decadal morphologic behaviour of the Holland coast, Mar. Geol., 189, 227, 10.1016/S0025-3227(02)00480-2

Ruessink, 2003, Intersite comparison of interannual nearshore bar behavior, J. Geophys. Res., 108, 3249

Rijkswaterstaat (2019, February 23). The Yearly Coastal Measurements (in Dutch: De JAaRlijkse KUStmetingen or JARKUS). Available online: http://opendap.deltares.nl/thredds/catalog/opendap/rijkswaterstaat/jarkus/catalog.html.

Wijnberg, 1995, Extracting Decadal Morphological Behavior from High-Resolution, Long-Term Bathymetric Surveys Along the Holland Coast Using Eigenfunction Analysis, Mar. Geol., 126, 301, 10.1016/0025-3227(95)00084-C

Pape, 2010, Models and scales for nearshore sandbar behavior, J. Geophys. Res.-Earth Surf., 115, F03043, 10.1029/2009JF001644

Ruessink, 2003, Video observations of nearshore bar behavior. Part 1: Alongshore uniform variability, Cont. Shelf Res., 23, 501, 10.1016/S0278-4343(02)00234-0

Ruessink, 1994, The behaviour of a multiple bar system in the nearshore zone of Terschelling: 1965–1993, Mar. Geol., 121, 187, 10.1016/0025-3227(94)90030-2

Shand, 1999, An Inter-Site Comparison of Net Offshore Bar Migration Characteristics and Environmental Conditions, J. Coast. Res., 15, 750

Sembiring, 2015, A validation of an operational wave and surge prediction system for the Dutch Coast, Nat. Hazards Earth Syst. Sci. Discuss., 2, 3251

Terwindt, J.H.J. (1962). Study of Grain Size Variations at the Coast of Katwijk 1962, Rijkswaterstaat. (In Dutch).

1965, Coastal barrier deposits in South- and North Holland in particular in the area around Scheveningen and IJmuiden, Mededelingen van de Geologische Stichting, 17, 41

Hoekstra, 1996, The “equilibrium” distribution of grain size fractions and its implications for cross-shore sediment transport: A conceptual model, Mar. Geol., 135, 15, 10.1016/S0025-3227(96)00051-5

Stolk, A. (1989). Zandsysteem Kust, Een Morfologische Karakterisering, Rijksuniversiteit Utrecht. (In Dutch).

Rijkswaterstaat (2019, February 23). Database of Nourishment Locations, Volumes and Characteristics. Available online: http://opendap.deltares.nl/thredds/catalog/opendap/rijkswaterstaat/suppleties/catalog.html.

Krumbein, W.C., and James, W.R. (1965). A Lognormal Size Distribution Model for Estimating Stability of Beach Fill Material, Northwestern University. Technical Report.

De Vincenzo, A., Covelli, C., Molino, A., Pannone, M., Ciccaglione, M., and Molino, B. (2018). Long-Term Management Policies of Reservoirs: Possible Re-Use of Dredged Sediments for Coastal Nourishment. Water, 11.

Huisman, 2018, Modelling of bed sediment composition changes at the lower shoreface of the Sand Motor, Coast. Eng., 132, 33, 10.1016/j.coastaleng.2017.11.007

Walstra, 2013, Input reduction for long-term morphodynamic simulations in wave-dominated coastal settings, Coast. Eng., 77, 57, 10.1016/j.coastaleng.2013.02.001

Reniers, 2004, Vertical flow structure during Sandy Duck: Observations and modeling, Coast. Eng., 51, 237, 10.1016/j.coastaleng.2004.02.001

Roelvink, 2009, Modelling storm impacts on beaches, dunes and barrier islands, Coast. Eng., 56, 1133, 10.1016/j.coastaleng.2009.08.006

Roelvink, 1993, Dissipation in random wave groups incident on a beach, Coast. Eng., 19, 127, 10.1016/0378-3839(93)90021-Y

Van Thiel de Vries, J.S.M. (2009). Dune Erosion during Storm Surges. [Ph.D. Thesis, Delft University of Technology].

Van Geer, P., Den Bieman, J., Hoonhout, B., and Boers, M. (2015). XBeach 1D—Probabilistic Model: ADIS, Settings, Model Uncertainty and Graphical User Interface, Deltares. Technical Report.

Bart, L.J.C. (2017). Long-Term Modelling with XBeach: Combining Stationary and Surfbeat Mode in an Integrated Approach. [Master’s Thesis, Delft University of Technology].

Lesser, 2004, Development and validation of a three-dimensional morphological model, Coast. Eng., 51, 883, 10.1016/j.coastaleng.2004.07.014

2007, Unified View of Sediment Transport by Currents and Waves I: Initiation of Motion, Bed Roughness, and Bed-Load Transport, J. Hydraul. Eng., 133, 649, 10.1061/(ASCE)0733-9429(2007)133:6(649)

2007, Unified View of Sediment Transport by Currents and Waves II: Suspended Transport, J. Hydraul. Eng., 133, 668, 10.1061/(ASCE)0733-9429(2007)133:6(668)

Booij, 1999, A third-generation wave model for coastal regions 1. Model description and validation, J. Geophys. Res., 104, 7649, 10.1029/98JC02622

Rijkswaterstaat (2019, February 23). Modelbeschrijving Kuststrook-Fijn Model. Available online: https://www.helpdeskwater.nl/publish/pages/131723/kuststrook-fijn-1999-v4.pdf.

Spee, E., and Vatvani, D. (2009). Evaluatie van de Nieuwe Bodem V61-04 voor het Kuststrookmodel—WTI HR-Zout, 1200103-023, Deltares. Technical Report.

Hallermeier, 1981, A Profile Zonation for Seasonal Sand Beaches from Wave Climate, Coast. Eng., 4, 253, 10.1016/0378-3839(80)90022-8

Hinton, C., and Nichols, R.J. (1998, January 22–26). Spatial and Temporal Behaviour of Depth of Closure along the Holland Coast. Proceedings of the International Conference on Coastal Engineering (ICCE), Copenhagen, Denmark.

Ruessink, 2016, Initial spreading of a mega feeder nourishment: Observations of the Sand Engine pilot project, Coast. Eng., 111, 23, 10.1016/j.coastaleng.2015.10.011

Hanson, H., and Kraus, N.C. (1989). GENESIS: Generalized Model for Simulating Shoreline Change. Report 1. Technical Reference.

Larson, 1991, Mathematical Modeling of the Fate of Beach Fill, Coast. Eng., 16, 83, 10.1016/0378-3839(91)90054-K

Luijendijk, 2017, The initial morphological response of the Sand Engine: A process-based modelling study, Coast. Eng., 119, 1, 10.1016/j.coastaleng.2016.09.005

Hartog, 2008, Mechanisms that Influence the Performance of Beach Nourishment: A Case Study in Delray Beach, Florida, U.S.A, J. Coast. Res., 24, 1304

Roelvink, 1989, Bar-Generating Cross-Shore Flow Mechanisms on a Beach, J. Geophys. Res., 94, 4785, 10.1029/JC094iC04p04785

Hsu, 2004, Toward modeling turbulent suspension of sand in the nearshore, J. Geophys. Res. Oceans, 109, 2156, 10.1029/2003JC002240

Hurther, 2016, Near-bed hydrodynamics and turbulence below a large-scale plunging breaking wave over a mobile barred bed profile, J. Geophys. Res. Oceans, 121, 6482, 10.1002/2016JC011909

Brinkkemper, 2018, Shortwave Sand Transport in the Shallow Surf Zone, J. Geophys. Res. Earth Surf., 123, 1145, 10.1029/2017JF004425

Jacobsen, 2014, Formation and development of a breaker bar under regular waves. Part 2: Sediment transport and morphology, Coast. Eng., 88, 55, 10.1016/j.coastaleng.2014.01.015

Karambas, 2014, Soft shore protection methods: The use of advanced numerical models in the evaluation of beach nourishment, Ocean Eng., 92, 129, 10.1016/j.oceaneng.2014.09.043