Results 11 to 20 of about 4,335 (191)
Cost-Effective Optimization of an Array of Wave Energy Converters in Front of a Vertical Seawall
The present paper focuses on investigating the cost-effective configuration of an array of wave energy converters (WECs) composed of vertical cylinders situated in front of a vertical seawall in irregular waves.
Senthil Kumar Natarajan, Il Hyoung Cho
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Breaking wave loads at vertical seawalls and breakwaters [PDF]
This paper presents recent advances in knowledge on wave loads, based on experimental work carried out in the CIEM/LIM large flume at Barcelona within the framework of the VOWS (Violent Overtopping by Waves at Seawalls) project. Both quasi-static and impact wave forces from the new data set have been compared with predictions by empirical and ...
Giovanni Cuomo +3 more
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Unstructured Finite-Volume Model of Sediment Scouring Due to Wave Impact on Vertical Seawalls
The numerical modeling of sediment transport under wave impact is challenging because of the complex nature of the triple wave–structure–sediment interaction.
Miguel Uh Zapata +2 more
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Investigation on the Reflection Coefficient for Seawalls Protected by a Rubble Mound Structure
Sea wave reflection from coastal protection structures is one of the main issues in the coastal design process. Several empirical formulas have been proposed so far to predict reflection coefficient from rubble mound breakwaters and smooth slopes.
Luigi Pratola +6 more
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An overtopping formula for shallow water vertical seawalls by SWASH
There is now wide evidence that phase -resolving numerical models can capture the general physics of the overtopping process even under complex hydrodynamics. Based on this outcome, an extensive parametric study has been carried out with the model SWASH, to develop a design formula that uniformly predicts the overtopping rate at vertical seawalls for ...
Tuozzo S., Calabrese M., Buccino M.
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SCOURING ON BOULDER BED BEHIND A SEAWALL DUE TO TSUNAMI [PDF]
Based on post-tsunami surveys following the Japan Tsunami 2011, the most prominent seawall damage was due to scours that was formed behind the seawall.
Warniyati +2 more
doaj
Prefabricated vertical drains (PVDs) with staged riprap preloading have been widely used in soft soil ground improvement and embankment construction. However, ground treatment effectiveness evaluation is still a difficult problem due to multiple factors.
Xue-Ting Wu, Jun-Ning Liu, Zhi-Min Xie
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Field observations of seabed scour dynamics in front of a seawall during winter gales
Seawalls are vital for protecting coastal areas. However, the seabed in front of seawalls may undergo severe scouring. This can result in destabilization of the seawall structure, the underlying mechanisms of which remains unclear.
Hongan Sun +11 more
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Experimental measurement of focused wave group and solitary wave overtopping [PDF]
Prediction of individual wave overtopping events is important in assessing danger to life and property, but data are sparse and hydrodynamic understanding is lacking.
Borthwick, Alistair G. L. +3 more
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Effects of a Vertical Seawall on Profile Response
An attempt is made to determine beach profile response due to the presence of a vertical seawall placed in various cross-shore positions, and to examine the differences between natural beaches and seawall-backed beaches in response to normally incident wave attack.
Michael R. Barnett, Hsiang Wang
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