Coastal Engineering 2006 2007
DOI: 10.1142/9789812709554_0265
|View full text |Cite
|
Sign up to set email alerts
|

Three-Dimensional Model for Predicting Beach Changes Based on Bagnold’s Concept

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

1
38
0

Year Published

2011
2011
2024
2024

Publication Types

Select...
7
1

Relationship

3
5

Authors

Journals

citations
Cited by 34 publications
(39 citation statements)
references
References 0 publications
1
38
0
Order By: Relevance
“…(1), which is expressed using the wave energy at the breaking point, was used, similar to the BG model (Serizawa et al, 2006). The variables in Eq.…”
Section: Predictive Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…(1), which is expressed using the wave energy at the breaking point, was used, similar to the BG model (Serizawa et al, 2006). The variables in Eq.…”
Section: Predictive Modelmentioning
confidence: 99%
“…Ashton et al (2001) and Ashton and Murray (2006) successfully modeled the development of shoreline irregularities into cuspate spits by considering the instability mechanism on the basis of the longshore sand transport formula. Serizawa et al (2012) also carried out the numerical simulation of the development of shoreline irregularities using the BG model (a three-dimensional model for predicting beach changes based on Bagnold's concept) (Serizawa et al, 2006). Ashton et al (2009) further expanded their model to be able to calculate the segmentation process of the elongated water body by introducing the calculation of wind waves from the wind fetch.…”
Section: Introductionmentioning
confidence: 99%
“…For the equation of sediment transport due to waves, the equation given by Serizawa et al (2006) was employed, which was derived by applying the concept of the equilibrium slope introduced by Inman and Bagnold (1963) and the energetic approach by Bagnold (1963), similar to the previous study (Serizawa et al, 2008). Consider Cartesian coordinates (x, y), where the x-axis and y-axis are taken to be the cross-shore distance (positive for shoreward) and longshore distance parallel to the shoreline, respectively.…”
Section: Modelmentioning
confidence: 99%
“…Regarding Eqs. (2) and (3), Serizawa et al (2008) used the sediment transport equation proposed by Serizawa et al (2006) by setting the index of wave direction reversal λ to be 0. This implicitly assumes that the coefficients of cross-shore and longshore sand transport are equivalent.…”
Section: Modelmentioning
confidence: 99%
“…The discharge of part of the nourished sand is attributed to this large wave incidence angle. In this study, the effect of this oblique wave incidence with a large angle on the beach changes was investigated through the analysis of monitoring survey data and a numerical study using the BG model, which was proposed by Serizawa et al (2006), and the effectiveness of a spur dike as a measure to stabilize the beach was studied. …”
Section: Introductionmentioning
confidence: 99%