2006
DOI: 10.1016/j.coastaleng.2005.11.006
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Field and model data analysis of sand transport patterns in Texel Tidal inlet (the Netherlands)

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Cited by 70 publications
(36 citation statements)
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(68 reference 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%
“…Using an analytical model, this circulation was explained mainly by differences in water-level amplitude between the Texel and Vlie inlets (Ridderinkhof, 1988b). However, it was later shown, by expanding the analytical model to include wind effects, that the residual circulation between the Texel and Vlie inlets is highly variable due mainly to local wind stresses (Buijsman and Ridderinkhof, 2007b (Elias et al, 2006). They found an average outflow rate of about 2300 m 3 s −1 within a tidal period.…”
Section: Introductionmentioning
confidence: 99%
“…The residual transport of suspended sediment in the Marsdiep inlet so far has only been assessed on the basis of indirect observations (Elias et al 2006;Nauw et al 2014). Employing ferry-borne acoustic Doppler current profiler (ADCP) observations, Nauw et al (2014) obtained estimates for the gross and residual fluxes of suspended sediment across the Marsdiep inlet for the period [2003][2004][2005][2006].…”
Section: Introductionmentioning
confidence: 99%