2004
DOI: 10.1016/j.coastaleng.2004.07.016
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Process-based modelling of a shoreface nourishment

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Cited by 89 publications
(74 citation statements)
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“…The model used in this study is based on a Delft3D hydrodynamic and sediment transport model originally developed specifically for the mouth of the Columbia River and which has been validated for waves and currents against field data (Elias et al, 2012). World-wide case studies indicate that Delft3D is applicable to a wide range of coastal and fluvial environments including ocean, estuary and river settings (Grunnet et al, 2004;Van Maren, 2004;Elias et al, 2006;Lesser et al, 2004;Mulligan et al, 2010). The base model for the CRE has a grid resolution varying between 50 to 100 m 2 , with an average of 20 grid cells covering the main channel of the river.…”
Section: Delft3d Sediment Transport Modelingmentioning
confidence: 99%
“…The model used in this study is based on a Delft3D hydrodynamic and sediment transport model originally developed specifically for the mouth of the Columbia River and which has been validated for waves and currents against field data (Elias et al, 2012). World-wide case studies indicate that Delft3D is applicable to a wide range of coastal and fluvial environments including ocean, estuary and river settings (Grunnet et al, 2004;Van Maren, 2004;Elias et al, 2006;Lesser et al, 2004;Mulligan et al, 2010). The base model for the CRE has a grid resolution varying between 50 to 100 m 2 , with an average of 20 grid cells covering the main channel of the river.…”
Section: Delft3d Sediment Transport Modelingmentioning
confidence: 99%
“…Delft3D is a robust process-based numerical model suite which can be applied in different coastal environments, including complex geomorphological features as spits (Dan et al, 2011;Grunnet et al, 2004). It is composed of different modules that can compute the hydrodynamics, waves, sediment transport, morphology, water quality and ecology.…”
Section: Model Overviewmentioning
confidence: 99%
“…Cialone and Kraus (2001), Cialone et al (2003), and Cialone (2003) present applications of the IMS at structured inlets. Grunnet et al (2004) discuss these issues and describe a systematic approach to be used in the validation of the 2D and three-dimensional (3D) numerical models for shoreface nourishment. They also critique the lack of proper data used in some previous studies conducted for measuring nearshore data aimed at validation of nearshore zone hydrodynamic evolution in time and space.…”
Section: Introductionmentioning
confidence: 99%