Physical Modeling of Landward Scour Due to Tsunami Bore Overtopping Seawall

¹ Master student at University Putra Malaysia, works lecturer assistant at Civil Engineering Department, University of Aden, Yemen.
² Senior Lecturer at Civil Engineering Department, University Putra Malaysia, Serdang, Malaysia.
³ PhD Student at University Putra Malaysia, Civil Engineering Department, Serdang, Malaysia, Works at National Hydraulic Research Institute of Malaysia (NAHRIM).

^* Corresponding author: ridan76@yahoo.com

Abstract

many of the post tsunami field surveys which conducted by researchers revealed that, the failure due to scour at the landward toe of the seawall due to overtopping of tsunami wave forms one of the important types of coastal defence structures failure and constitutes one of the biggest threats to their structural performance. This study was intended to investigates the scour profile induced by tsunami bores at the landward toe of the vertical seawall and to discuss the effects of the parameters; tide level, incident bore Froude number Fb, incident bore height Hb, overtopping flow Froude number Fo, and overtopping flow depth Ho on the maximum scour depth induced at the landward toe of the seawall. A set of laboratory experiments were conducted at National Hydraulic Research Institute of Malaysia (NAHRIM) with the tichnique of dam break to generate the bore like tsunami. The experiments showed that the initial water level upstream of the seawall has a significant effect on the scour profile and there is a strong negative relationship exists with Froude number of the incident bore and a strong positive relationship exists with Froude number of the overtopping flow depth above the crest of the seawall.