1999
DOI: 10.1016/s0924-7963(99)00035-4
|View full text |Cite
|
Sign up to set email alerts
|

Hydrodynamic and sediment suspension modelling in estuarine systems

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
25
0

Year Published

2003
2003
2014
2014

Publication Types

Select...
7
1

Relationship

0
8

Authors

Journals

citations
Cited by 60 publications
(25 citation statements)
references
References 16 publications
0
25
0
Order By: Relevance
“…Critical resuspension and deposition stresses are applied as usually. Details on the mathematical formulation may be seen elsewhere [51][52][53][54]. Finally, it is also possible to calculate net sedimentation rates (SR) as the balance between the deposition and resuspension terms.…”
Section: Sedimentmentioning
confidence: 99%
“…Critical resuspension and deposition stresses are applied as usually. Details on the mathematical formulation may be seen elsewhere [51][52][53][54]. Finally, it is also possible to calculate net sedimentation rates (SR) as the balance between the deposition and resuspension terms.…”
Section: Sedimentmentioning
confidence: 99%
“…MOHID is a 3-D baroclinic finite volumes numerical model, designed for coastal and estuarine shallow applications. Cancino and Neves (1998) applied the hydrodynamic and sediment suspension model to Sado Estuary (Portugal); Taboada et al (1998) evaluated the seasonal variations in residual patterns at Ria de Vigo (NW Spain) with a 3-D baroclinic model; Martins et al (1999) performed numerical simulations to study the internal tides; studied the slope current along the Western European Margin; Martins et al (2001) modeled the Sado Estuary (Portugal) using a new generic vertical discretization approach; Santos et al (2002) developed a circulation model application for the European ocean margin; Leitão et al (2005) modeled the Algarve coastal circulation during July 2004 using a downscaling approach; Vaz et al (2007) applied the 2-D model to a mesotidal temperate coastal lagoon (Ria de Aveiro lagoon, Portugal); Vaz et al (2009) performed a 3-D modeling application of a tidal channel (Espinheiro Channel, Portugal); Malhadas et al (2009a) analyzed the effect of coastal waves on sea level in Óbidos Lagoon (Portugal); and Malhadas et al (2009b) evaluated the effect of the bathymetric changes on the hydrodynamics and RT of the Óbidos Lagoon (Portugal).…”
Section: Modeling Effortsmentioning
confidence: 99%
“…The most successful simple descriptions are those obtained experimentally, for deposition by Einstein and Krone [1962], and for erosion by Partheniades [1965]: these are common choices in mathematical and numerical modeling of estuarine sediment transport [see, e.g., Dyer, 1986;Cancino and Neves, 1999;Brenon and Le Hir, 1999]. The success of these studies, as well as the reasonable agreement with observational data [Sanford and Maa, 2001], suggests that these models capture the dominant sedimentary processes.…”
mentioning
confidence: 99%