Coastal Engineering 2006 2007
DOI: 10.1142/9789812709554_0289
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Shoreline Coastal Evolution Model: Two Portuguese Case Studies

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Cited by 11 publications
(7 citation statements)
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“…LTC was developed to support coastal zone planning and management in relation to coastal erosion problems (Coelho et al, 2005;Guimarães et al, 2016;Lima and Coelho, 2017). It was firstly presented at the ICCE 2004 (Coelho et al, 2004) and has been improved and extensively applied since then (Coelho, 2005;Coelho et al, , 2007Coelho et al, , 2013Coelho et al, , 2016Silva et al, 2007aSilva et al, , 2007bSilva, 2010;Roebeling et al, 2011Roebeling et al, , 2018Silva et al, 2011;Pereira and Coelho, 2013;Guimarães et al, 2016;Lima and Coelho, 2017;Lima, 2018). LTC combines a simple classical one-line model with a rule-based model for erosion/accretion volumes distribution along the beach profile (Coelho et al, 2007).…”
Section: Shoreline Evolution Assessmentmentioning
confidence: 99%
See 1 more Smart Citation
“…LTC was developed to support coastal zone planning and management in relation to coastal erosion problems (Coelho et al, 2005;Guimarães et al, 2016;Lima and Coelho, 2017). It was firstly presented at the ICCE 2004 (Coelho et al, 2004) and has been improved and extensively applied since then (Coelho, 2005;Coelho et al, , 2007Coelho et al, , 2013Coelho et al, , 2016Silva et al, 2007aSilva et al, , 2007bSilva, 2010;Roebeling et al, 2011Roebeling et al, , 2018Silva et al, 2011;Pereira and Coelho, 2013;Guimarães et al, 2016;Lima and Coelho, 2017;Lima, 2018). LTC combines a simple classical one-line model with a rule-based model for erosion/accretion volumes distribution along the beach profile (Coelho et al, 2007).…”
Section: Shoreline Evolution Assessmentmentioning
confidence: 99%
“…It was firstly presented at the ICCE 2004 (Coelho et al, 2004) and has been improved and extensively applied since then (Coelho, 2005;Coelho et al, , 2007Coelho et al, , 2013Coelho et al, , 2016Silva et al, 2007aSilva et al, , 2007bSilva, 2010;Roebeling et al, 2011Roebeling et al, , 2018Silva et al, 2011;Pereira and Coelho, 2013;Guimarães et al, 2016;Lima and Coelho, 2017;Lima, 2018). LTC combines a simple classical one-line model with a rule-based model for erosion/accretion volumes distribution along the beach profile (Coelho et al, 2007). This model was designed for sandy beaches, where the main cause of shoreline evolution is the alongshore sediment transport gradients, dependent on the wave climate, water levels, sediment sources and sinks, sediment characteristics and boundary conditions.…”
Section: Shoreline Evolution Assessmentmentioning
confidence: 99%
“…It was firstly presented by and has been improved and largely applied since then [11,52,56,58,[60][61][62][64][65][66]. LTC combines a simple classical one-line model with a rule-based model for erosion/accretion volumes distribution along the beach profile [54]. This model was designed for sandy beaches, where the main cause of shoreline evolution is the alongshore sediment transport gradients, dependent on the wave climate, water levels, sediment's sources and sinks, sediment's characteristics and boundary conditions.…”
Section: Shoreline Evolution Assessmentmentioning
confidence: 99%
“…The wave transformation by refraction, diffraction and shoaling are modelled in a simplified manner [54], always taking into account the updated bathymetric data of each time step. According to Coelho [52], the refraction effects in LTC are estimated considering the Snell's law, while the shoaling effect is computed assuming that Airy's linear theory of sinewaves is valid.…”
Section: Figure 2 Ltc Definition Scheme (Adapted Frommentioning
confidence: 99%
“…Even though several protection works have been carried out in the last few years, such as the construction of several groins and an emergency seawall, this region of study continues to possess serious problems related to coastal erosion and shoreline retreat, as stressed in recent studies (Pais-Barbosa et al, 2006;Coelho et al, 2007). …”
Section: Study Domainmentioning
confidence: 99%