Numerical Investigation of Wave–Current–Vegetation Interaction

Li, Chi Wai; Yan, Kai

doi:10.1061/(asce)0733-9429(2007)133:7(794)

Cited by 111 publications

(68 citation statements)

References 16 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…Waves over vegetation will be attenuated due to the resistance offered by the vegetation. The bidirectional nature of wave motion will increase the mixing between the water column and that within the vegetation (Li and Yan, 2007). Wave motion tends to be highest in the shallow waters where, in combination with tidal currents, water movement imposes a shear stress on bottom sediments.…”

Section: Aquatic Vegetationmentioning

confidence: 99%

Countermeasure Study to Protect the Largest Offshore Barrier Island in Taiwan

Yang

Kuo

Hwung

2014

Int. Conf. Coastal. Eng.

View full text Add to dashboard Cite

The objective of this study is to find the suitable measure for mitigating the existing erosion problem of the Wai-SanDing barrier island, the largest remaining barrier island off the Taiwan coast. After collecting enough hydrodynamic and morphodynamic data from the long-term field investigation, the erosion mechanisms of the barrier island were analyzed in detail. Based on the analysis of the erosion mechanisms, consideration of some measure options were proposed and firstly simulated by numerical model to find the two better solutions. Then, the two better solutions were further investigated and validated by physical model. The results showed that soft groins in the downstream and submerged artificial berms in the midstream are the effectively integrated measure to mitigate the continuing erosion problem of the Wai-San-Ding barrier island. Meanwhile, the plant evolution method and oyster cultch were also proposed to apply in mitigation of wind sand transport and stabilization of sand dune.

show abstract

Section: Aquatic Vegetationmentioning

confidence: 99%

Countermeasure Study to Protect the Largest Offshore Barrier Island in Taiwan

Yang

Kuo

Hwung

2014

Int. Conf. Coastal. Eng.

View full text Add to dashboard Cite

show abstract

“…Waves over vegetation will be attenuated due to the resistance offered by the vegetation. The bidirectional nature of wave motion will increase the mixing between the water column and that within the vegetation (Li & Yan, 2007). Wave motion tends to be highest in the shallow waters where, in combination with tidal currents, water movement imposes a shear stress on bottom sediments.…”

Section: Aquatic Vegetationmentioning

confidence: 99%

Beach Erosion Management with the Application of Soft Countermeasure in Taiwan

Yang¹,

Wu²,

Hwung³

2012

Sustainable Development - Authoritative and Leading Edge Content for Environmental Management

View full text Add to dashboard Cite

“…The S-A model is a one-equation model which is simpler than the commonly used k-ε or k-ω model and it has been successfully applied in the modeling of open-channel flows through vegetation (e.g. [4]). …”

Section: Numerical Modellingmentioning

confidence: 99%

Modeling Flows over Gravel Beds by a Body Force Method

Zeng¹,

Li²,

Li³

et al. 2011

AIP Conference Proceedings

Self Cite

View full text Add to dashboard Cite

A new boundary condition for the three-dimensional Navier-Stokes equation and the vanishing viscosity limit J. Math. Phys. 53, 115617 (2012) Vortex stretching and criticality for the three-dimensional Navier-Stokes equations J. Math. Phys. 53, 115613 (2012) Flow past a normal flat plate undergoing inline oscillations Phys. Fluids 24, 093603 (2012) Conditional regularity of solutions of the three-dimensional Navier-Stokes equations and implications for intermittency J. Math. Phys. 53, 115608 (2012) Additional information on AIP Conf. Proc. Abstract A Reynolds-averaged Navier-stokes equations (RANS) model using the body force method (BFM) has been developed to simulate open-channel flows over gravel beds. The momentum equation is modified by introducing the form drag as an extra body force term to represent the gravel-bed resistance. By applying the body force within the roughness layer of the flow over small-scale roughness, it is found that the body force coefficient f rk varies inversely with the roughness length scale k s . The method is robust, not sensitive to mesh resolution and is easily extended to deal with large scale roughness.

show abstract

Numerical Investigation of Wave–Current–Vegetation Interaction

Cited by 111 publications

References 16 publications

Countermeasure Study to Protect the Largest Offshore Barrier Island in Taiwan

Countermeasure Study to Protect the Largest Offshore Barrier Island in Taiwan

Beach Erosion Management with the Application of Soft Countermeasure in Taiwan

Modeling Flows over Gravel Beds by a Body Force Method

Contact Info

Product

Resources

About