Artificial Nourishments Effects on Longshore Sediments Transport

被引:12
作者
Ferreira, Ana Margarida
Coelho, Carlos [1 ]
机构
[1] Univ Aveiro, RISCO, Campus Univ Santiago, P-3810193 Aveiro, Portugal
关键词
morphology; LTC numerical model; erosion; littoral drift; coastlines;
D O I
10.3390/jmse9030240
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Serious erosion problems related to significant negative sediments budgets in the coastal systems are referred worldwide. Artificial nourishments are a coastal erosion mitigation strategy that allow for a decrease in those negative budgets by adding sediment to the coastal system. Thus, it is essential to understand and adequately model the shoreline response after a nourishment operation, in order to support the definition of the best intervention scenarios. The main goal of this work was to study the artificial nourishment effects on the longshore sediment transport and consequently on the morphological evolution at the intervention site and nearby areas, in a time horizon of 5 years. The longshore transport of the nourished sediments was evaluated, aiming to contribute to the evaluation of the sediment's permanence at the deposition site and the frequency required for new nourishments. The shoreline evolution numerical long-term configuration (LTC) model was applied in order to evaluate the spatial and temporal distribution of the nourished sediments along the coast, considering different types of beaches and incident wave climates. The adopted approach is generic and supported by simple numerical models, which can be useful for preliminary site-specific evaluations. The results show that the nourishment impact is mainly observed nearby the intervention site. It is highlighted that higher longshore sediment transport rates are associated with more energetic wave climates, but not necessarily with incident waves more oblique to the shoreline.
引用
收藏
页码:1 / 14
页数:14
相关论文
共 46 条
[1]  
[Anonymous], 1984, SHOR PROT MAN, VI
[2]  
[Anonymous], Beach Nourishment and Protection 1995, P107
[3]  
Antunes - Carmo J., 2016, Processos Fisicos e Modelos Computacionais em Engenharia Costeira
[4]  
ASBPA, 2007, SHOR PROT ASS BEACH
[5]   A new formula for the total longshore sediment transport rate [J].
Bayram, Atilla ;
Larson, Magnus ;
Hanson, Hans .
COASTAL ENGINEERING, 2007, 54 (09) :700-710
[6]  
Beachler P., 1993, COAST ENG, V359, P4613
[7]   Processes controlling development of erosional hot spots on a beach nourishment project [J].
Benedet, L. ;
Finkl, C. W. ;
Hartog, W. M. .
JOURNAL OF COASTAL RESEARCH, 2007, 23 (01) :33-48
[8]  
Bodegon M.J., 2004, BEACH NOURISHMENT EV
[9]  
Burcharth H.F., 2007, Environmental Design Guidelines for Low Crested Coastal Structures, DOI DOI 10.1016/B978-0-08-044951-7
[10]   Probabilistic estimation of storm erosion using analytical, semi-empirical, and process based storm erosion models [J].
Callaghan, David P. ;
Ranasinghe, Roshanka ;
Roelvink, Dano .
COASTAL ENGINEERING, 2013, 82 :64-75