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  • ...o sand waves, from sandbars to shoreface-connected ridges (see [[Stability models]], [[Wave ripples]], [[Rhythmic shoreline features]], [[Sand ridges in shel These feedbacks have been tested through numerical models (Werner and Fink, 1993<ref name=WF></ref>; Coco et al., 2000<ref> Coco, G.,
    11 KB (1,666 words) - 16:48, 7 October 2022
  • ...ation measures. A DSS will generally integrate the relevant environmental models, database and assessment tools - coupled within a Graphic User Interface (G * It supports decision-making based on a balance between deterministic models and expert judgement.
    17 KB (2,405 words) - 11:54, 20 February 2024
  • ...ming a linear stability analysis, as explained in the articles [[Stability models]] and [[Wave ripple formation]]. In this way it is possible to understand t :[[Stability models]]
    36 KB (5,526 words) - 12:43, 17 May 2024
  • [[Definitions, processes and models in morphology]] [[Process-based morphological models]]
    42 KB (6,585 words) - 21:05, 30 December 2023
  • ...useful information on certain aspects of estuarine morphology with simpler models. In this chapter we will describe some of these simpler model concepts, as ...of meso-tidal barrier island coasts, Part I: Empirical and semi-empirical models. In: Liu PL (ed.), Advances in Coastal and Ocean Engineering, Vol. 2, World
    36 KB (5,524 words) - 21:38, 28 June 2019
  • ...approach to better representation of ocean-shelf interaction is to develop models with fine resolution (of order 1 km). These then need testing against deta
    34 KB (5,146 words) - 22:11, 20 June 2024
  • ...xtreme than those observed. Univariate Extreme Value Theory (EVT) includes models for<ref> Coles, S., 2001. “An introduction to statistical modeling of ext * Exceedances over high thresholds (Peaks Over Threshold (POT) models)
    25 KB (3,812 words) - 20:36, 18 September 2023
  • ...e seabed is unstable to infinitesimal small perturbations (see [[Stability models]]). ...re stage. It appears that the ridges simulated in these detailed numerical models are very similar to the ridges observed in nature, see de Swart and Yuan (2
    22 KB (3,464 words) - 15:25, 24 April 2021
  • ...teristics; the design should be tested in physical or numerical simulation models to optimise effectiveness. When planning harbor construction or harbor exte ...ibly even eroding. Advanced three-dimensional numerical sediment transport models yield a similar prediction, at least qualitatively. This result conflicts w
    33 KB (5,130 words) - 15:57, 27 February 2023
  • ...lling studies have confirmed it in different conditions and with different models <ref name=RR>Reniers, A. J. H. M., J. A. Roelvink, and E. B. Thornton (200 ...nd edition, World Scientific Publ. Co., Singapore</ref> and in [[Stability models]]. A more detailed formulation can be found in <ref name=DB>Dodd, N., P. Bl
    41 KB (6,530 words) - 10:19, 3 July 2022
  • ...ry well by parametric models, perhaps more accurately than phase-resolving models, particularly wave runup. ...ormulations to measurements from a range of beaches and concluded that the models generally predict runup with errors of order <math>\pm 25 \%</math>.
    32 KB (4,942 words) - 12:58, 5 April 2021
  • Both a simple dimensional analysis and idealized models, based on linear stability analyses (see the
    20 KB (3,172 words) - 14:32, 29 June 2019
  • ...ion, cf Equation (4.4)). Koutitas <ref>Koutitas, G.K., 1988. Mathematical Models in Coastal Engineering, Pentech Press, London. </ref> gives a worked exampl ...ate along the shore, seabed friction is now normally included in numerical models, although an appropriate value for the wave friction factor remains uncerta
    91 KB (14,631 words) - 15:30, 5 June 2024
  • ==Models of ripple formation== Idealized models allow to predict the conditions leading to the appearance of ripples and so
    38 KB (6,021 words) - 21:14, 3 July 2020
  • ...indirectly or through models such as spatial proxy models or process-based models. Flood protection for example could be measured directly through site obser
    28 KB (4,079 words) - 22:20, 6 April 2024
  • ...991b. "Comparison of shoreline change obtained with physical and numerical models," Proceedings Coastal Sediments '91, ASCE, 1785-1813.</ref>). :[[Stability Models: Linear and nonlinear]]
    29 KB (4,592 words) - 15:49, 5 June 2024
  • ...</ref> and later exploited by Dean (1973) <ref>Dean, R.G., 1973. Heuristic models of sand transport in the surf zone. Proceedings of Conference on Engineerin ...<ref> Short, A. D. and Aagaard, T. 1993. Single and multi-bar beach change models. Journal of Coastal Research, SI 15: 141-157.</ref>.
    24 KB (3,854 words) - 16:00, 30 June 2020
  • ...35/m936, Delft Hydraul. Lab., Delft </ref><ref> Dean, R.G. 1973. Heuristic models of sand transport in the surf zone. Proc. Conf. Eng. Dynamics in the Surf Z ...ccretion patterns produced by cross-shore sediment transport. Mathematical models are often used as interpretation tools.
    59 KB (9,016 words) - 11:16, 19 April 2024
  • ...nder J. 2013. A comparison of tidal conversion parameterizations for tidal models. J. Phys. Oceanogr. 43: 104-119</ref>. Other factors that need to be taken
    27 KB (4,146 words) - 23:36, 19 January 2024
  • ...cal time- series data. Others by using coupled climate-catchment-ecosystem models, or perhaps even using experimental mesocosms. It is essential that combina ...act and effect of eutrophication? The potential of application of existing models to aid understanding and projection of areas likely to experience heightene
    11 KB (1,645 words) - 20:28, 27 June 2020

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