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MODELING REGIONAL COASTAL EVOLUTION IN THE BIGHT OF BENIN, GULF OF GUINEA, WEST AFRICA 模拟西非几内亚湾贝宁湾区域海岸演变
Pub Date : 2019-05-27 DOI: 10.1142/9789811204487_0178
Ondoa Gregoire Abessolo, M. Larson, R. Almar, B. Castelle, E. Anthony, J. Reyns
The Bight of Benin coast is marked by the presence of three deepwater harbours which have affected the stability of the shoreline. In addition, several studies pointed out the overall diminution of sand supply due to the dams on Volta river channel and climate change effects. The combination of all these factors leads to a mixture of natural and artificial components affecting the coastline evolution in regional and long term scales. Here, we modeled the shoreline in the Bight of Benin, using the CASCADE model. The results show that the overall shape is well maintained and shoreline changes pretty well reconstructed. But, unresolved detailed information did not allowed to consider cross-shore sediment exchange and local deviations can be observed. However, the CASCADE model can be used to investigate regional and long term solutions for decisions-makers in the concerned countries.
贝宁海岸的特点是有三个深水港,影响了海岸线的稳定。此外,一些研究指出,由于伏特河河道上的水坝和气候变化的影响,沙源供应总体减少。这些因素的综合作用导致了影响海岸线演变的自然和人工因素在区域和长期尺度上的混合。在这里,我们用CASCADE模型模拟了贝宁湾的海岸线。结果表明,整体形态保持较好,岸线变化重建较好。但是,未解决的详细信息不允许考虑跨岸沉积物交换,可以观察到局部偏差。但是,CASCADE模型可用于为有关国家的决策者调查区域和长期解决方案。
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引用次数: 1
SHORECASTS: A BLIND-TEST OF SHORELINE MODELS 海岸线预测:海岸线模型的盲测
Pub Date : 2019-05-27 DOI: 10.1142/9789811204487_0055
Jennifer Montaño, G. Coco, J. Antolínez, Tomas Beuzen, K. Bryan, L. Cagigal, B. Castelle, M. Davidson, E. Goldstein, Rai Ibaceta Vega, D. Idier, B. Ludka, S. Ansari, F. Méndez, B. Murray, N. Plant, A. Robinet, A. Rueda, N. Sénéchal, Joshua A. Simmons, Kristen D. Splinter, S. Stephens, I. Townend, S. Vitousek, Kilian Vos
Predictions of shoreline change are of great societal importance, but models tend to be tested and tuned for the specific site of interest. To overcome this issue and test the ability of numerical models to simulate shoreline change over the medium scale (order of years) we have organized a non-competitive competition where participants were given data to train their model (1999-2014) and data to predict seasonal to inter-annual future changes (2014-2017). Participants were shown the observed shoreline changes only after submission of their modelling results. Overall, 19 numerical models were tested, the vast majority falling in the broad categories of "hybrid models" or "machine learning". Models were able to reproduce the mean characteristics of shoreline change but often failed to reproduce the observed rapid changes induced by storms.
海岸线变化的预测具有重要的社会意义,但模型往往需要针对特定的兴趣点进行测试和调整。为了克服这一问题并测试数值模型在中等尺度(年数量级)上模拟海岸线变化的能力,我们组织了一次非竞争性竞赛,参与者获得了数据来训练他们的模型(1999-2014)和数据来预测季节性到年际的未来变化(2014-2017)。参加者只有在提交模拟结果后,才会看到观察到的海岸线变化。总共测试了19个数值模型,其中绝大多数属于“混合模型”或“机器学习”的大类。模式能够再现海岸线变化的平均特征,但往往不能再现观测到的由风暴引起的快速变化。
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引用次数: 4
COMBINED EFFECTS OF PHYSICAL AND BIOLOGICAL PROCESSES ON COASTAL DYNAMICS AND RECOVERY: THE BLUECOAST PROJECT APPROACH 物理和生物过程对海岸动态和恢复的综合影响:蓝海岸项目方法
Pub Date : 2019-05-26 DOI: 10.1142/9789811204487_0258
L. Amoudry, A. Payo, A. Plater, M. Solan, R. McCarroll, I. Möller, T. Spencer, C. Thompson, Jennifer M. Brown, S. Brooks, A. Barkwith, G. Coco, N. Leonardi, M. Ellis, M. Wegen, J. Godbold, D. Paterson, E. Lazarus, R. Whitehouse, A. Souza
Poorly constrained uncertainties limit the prediction of medium to long-term regional sediment budgets and morphological change, and thus hinder coastal management decision-making. We present a multi-disciplinary approach that aims to address this challenge and is implemented in the BLUEcoast project. The approach brings together scientists and coastal stakeholders across a range of scientific disciplines. Quantifying all processes at all scales is not feasible and our approach uses targeted representative case studies, which are carefully selected to allow subsequent upscaling and ensure transferability. We illustrate this approach with specific examples from the BLUEcoast consortium.
约束不充分的不确定性限制了中长期区域泥沙收支和形态变化的预测,从而阻碍了沿海管理决策。我们提出了一种多学科的方法,旨在解决这一挑战,并在BLUEcoast项目中实施。该方法将科学家和沿海利益相关者聚集在一起,涉及一系列科学学科。量化所有尺度上的所有流程是不可行的,我们的方法使用有针对性的代表性案例研究,这些案例都是经过精心挑选的,以便后续扩大规模并确保可转移性。我们用来自BLUEcoast联盟的具体例子来说明这种方法。
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引用次数: 0
METHOD FOR CALCULATING ANNUAL SAND TRANSPORTS ON THE DUTCH LOWER SHOREFACE TO ASSESS THE OFFSHORE BOUNDARY OF THE DUTCH COASTAL FOUNDATION 计算荷兰下海岸面每年输沙量以评估荷兰海岸基础离岸边界的方法
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0183
B. Grasmeijer, L. C. Rijn, J. V. D. Werf, F. Zijl, B. Huisman, A. Luijendijk, R. Wilmink, A. D. Looff
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引用次数: 3
MODELLING HYDRODYNAMICS IN THE AMELAND INLET AS A BASIS FOR STUDYING SAND TRANSPORT 模拟阿姆兰河口的水动力学,为研究沙质输运奠定基础
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0170
C. M. Nederhoff, R. Schrijvershof, P. K. Tonnon, J. V. D. Werf, E. Elias
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引用次数: 5
INTEGRATING STRUCTURE FROM MOTION, NUMERICAL MODELLING AND FIELD MEASUREMENTS TO UNDERSTAND CARBONATE SEDIMENT TRANSPORT IN CORAL REEF CANOPIES 从运动、数值模拟和野外测量中整合结构来理解珊瑚礁冠层中的碳酸盐沉积物运输
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0083
A. Pomeroy, C. Storlazzi, K. Rosenberger, G. Hatcher, J. Warrick
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引用次数: 1
MODELLING THE EFFECTS OF SHOAL ATTACHMENT ON DUNE GROWTH 模拟浅滩附着对沙丘生长的影响
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0110
Filipe Galiforni Silva, K. Wijnberg, A. V. Groot, S. Hulscher
A cellular automata model is used to evaluate the impact of shoal attachment processes on dune growth. We explore ten different idealized scenarios of beach width changes due to shoal attachment related to the magnitude of the shoal-driven beach width increase and the rate of dispersion alongshore. For all scenarios, shoals attach the coast with a cyclic period of 15 years in an average beach width of 100 meters. Simulations were carried out for a model time of 90 years. Results show that in only three scenarios, shoal attachment yielded a significant increase in dune growth. Scenarios that significantly changed dune growth presented the slowest rate of spreading and the three largest beach width increase tested. This suggests that local change in dune growth due to shoal attachment are closely related to the shoal capacity of significantly increasing beach width and the longshore capacity of sediment transport.
采用元胞自动机模型评价了滩涂附着过程对沙丘生长的影响。我们探讨了十种不同的海滩宽度变化的理想情景,这些变化是由浅滩附着引起的,与浅滩驱动的海滩宽度增加的幅度和沿岸分散的速度有关。在所有情况下,浅滩附着在海岸上的周期为15年,平均海滩宽度为100米。模拟进行了90年的模式时间。结果表明,只有在三种情况下,浅滩附着使沙丘生长显著增加。在沙丘生长变化显著的场景中,扩张速度最慢,三个海滩宽度增加幅度最大。这表明,浅滩附着导致的局部沙丘生长变化与显著增加滩宽的浅滩容量和滨岸输沙能力密切相关。
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引用次数: 0
UNDERSTANDING AND MODELLING WAVE-DRIVEN MIXED SAND TRANSPORT 理解和模拟波浪驱动的混合砂输运
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0070
J. V. D. Werf, F. Staudt, D. Posanski, W. Van de Wardt, J. Zanden, B. Vermeulen, J. Ribberink, S. Schimmels
This paper presents new net transport data from the STENCIL full-scale wave flume experiments with a sediment mix of a fine (0.21 mm) and a coarse (0.58 mm) sand fraction. These and existing mixed sand transport data from full-scale oscillatory flow tunnel experiments were used to validate the SANTOSS practical sand transport formula, which includes size-selective transport mechanisms and hiding and exposure effects. The STENCIL data show a strong effect of the sediment mix on the bed form regime and net transport rates. The SANTOSS formula predicts the flow tunnel net sand transport data well, and does a reasonable job in reproducing the net sand transport per fraction in the mix. The new STENCIL net transport data are generally underpredicted. In further research the SANTOSS formula will be further tested and improved using more detailed STENCIL data of flow and sand transport processes.
本文介绍了由细砂(0.21 mm)和粗砂(0.58 mm)混合泥沙组成的STENCIL全尺寸波浪水槽试验的新净输运数据。利用这些数据和来自全尺寸振荡流隧道实验的现有混合砂输运数据,验证了SANTOSS实际输沙公式,该公式包括粒径选择输运机制以及隐藏和暴露效应。STENCIL数据显示沉积物混合对河床形态和净输送速率有很强的影响。SANTOSS公式很好地预测了流动隧道的净输砂数据,并能合理地再现混合中每组分的净输砂量。新的STENCIL网络传输数据通常被低估。在进一步的研究中,SANTOSS公式将使用更详细的流动和输砂过程的STENCIL数据进行进一步测试和改进。
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引用次数: 2
THE EFFECT OF STOCHASTICALLY SIMULATED STORM-INDUCED BREACHES ON THE LONG-TERM MORPHOLOGICAL EVOLUTION OF BARRIER COASTS 随机模拟风暴引起的决口对障壁海岸长期形态演化的影响
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0013
K. Reef, P. Roos, T. Andringa, A. Dastgheib, S. Hulscher
Storms can have a devastating impact on barrier coasts and provide a mechanism for inlet creation. We found that if a storm-induced breach is opened in a barrier coast that is in equilibrium; the other pre-storm inlets will become smaller due to interaction between the inlets and the total cross-sectional area remaining approximately the same. To study the morphodynamic effects of storm induced breaches on the long-term evolution of barrier coasts, we built a stochastic shell around an existing barrier coast model, allowing us to perform a Monte Carlo simulation.
风暴可以对屏障海岸造成毁灭性的影响,并提供一种形成入口的机制。我们发现,如果一个风暴引起的缺口在处于平衡状态的屏障海岸上打开;由于入口之间的相互作用,其他风暴前的入口将变小,并且总横截面积保持大致相同。为了研究风暴引起的裂口对屏障海岸长期演变的形态动力学影响,我们在现有的屏障海岸模型周围建立了一个随机壳,允许我们进行蒙特卡罗模拟。
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引用次数: 0
SPATIAL AND TEMPORAL VARIABILITY IN RIPPLE FORMATION AND MIGRATION ACROSS A CORAL REEF FLAT AND LAGOON 跨珊瑚礁滩和泻湖的涟漪形成和迁移的时空变异性
Pub Date : 2019-05-16 DOI: 10.1142/9789811204487_0085
K. Rosenberger, C. Storlazzi, A. Pomeroy, O. Cheriton, Ryan J. Lowe, J. Hansen
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引用次数: 1
期刊
Coastal Sediments 2019
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