2000
DOI: 10.1016/s0378-3839(00)00040-5
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Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations

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Cited by 193 publications
(109 citation statements)
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“…Williams and Hall (2004) also point out that the waves impacting the cliff top where deposits are found in western Ireland have not been enhanced by constriction in bays and suggest that amplification of waves due to constructive interference of incoming waves with waves reflected from the cliffs may need to be considered. These effects have been demonstrated by Hu et al (2000). Despite the proven existence of extreme waves in the ocean greater than 35 m, none have been described as > 50 m, so an alternative mechanism of movement must be involved for the case of Ireland.…”
Section: Boulder Depositsmentioning
confidence: 99%
See 1 more Smart Citation
“…Williams and Hall (2004) also point out that the waves impacting the cliff top where deposits are found in western Ireland have not been enhanced by constriction in bays and suggest that amplification of waves due to constructive interference of incoming waves with waves reflected from the cliffs may need to be considered. These effects have been demonstrated by Hu et al (2000). Despite the proven existence of extreme waves in the ocean greater than 35 m, none have been described as > 50 m, so an alternative mechanism of movement must be involved for the case of Ireland.…”
Section: Boulder Depositsmentioning
confidence: 99%
“…Since turbulent bores may be likened to tsunamis in terms of their method of propagation, Williams (2010) believes it is this process that could explain the movement of boulders at such extreme heights above sea level. Furthermore, Hu et al (2000) carried out numerical simulations of a wave surge crossing an underwater step, showing that the step increased the forward velocity of the surge by up to 40 % (Williams and Hall, 2004). Hall et al (2006) propose that platforms and ramps on cliff tops are swept by wave-derived bores of water, parts of which can move up to 14 m s −1 (avg.…”
Section: Boulder Depositsmentioning
confidence: 99%
“…Table 2 Comparison between numerical models with the measured dimensionless overtopping discharges (Hu et al, 2000). …”
Section: 수치 시뮬레이션 기술mentioning
confidence: 99%
“…To investigate what the consequences of the storm surge would have been had the original wall been the primary defence, assessments were made using the Amazon wave overtopping model (Hu and Meyer, 2005;Hu et al, 2000). This model was run with the peak recorded water level during the storm surge, with 0?3 m and 0?6 m waves (recognising that wave action at the toe of the defence would have been low at the peak of the water level due to the strong offshore winds).…”
Section: Scheme Performancementioning
confidence: 99%