Proceedings of Coastal Dynamics 2009 2009
DOI: 10.1142/9789814282475_0095
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93. NUMERICAL SIMULATION OF RAPID EROSION OF SEISHO COAST TRIGGERED BY STORM WAVES DURING TYPHOON 0709

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Cited by 3 publications
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“…The calculation domain has a length of 1 km including the damaged area of 350 m length between Kinpa and Ginpa Bridges. For the wave conditions, the energy mean wave height of H b = 0.83 m (T = 6.3 s) measured at Hiratsuka wave observatory was employed, similarly to that in Serizawa et al (2009). The normal waves were assumed to be incident from the direction perpendicular to the shoreline (θ w = 0°) of the Yamanishi area where the sandy beach has been gradually recovered by beach nourishment.…”
Section: Calculation Conditionsmentioning
confidence: 99%
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“…The calculation domain has a length of 1 km including the damaged area of 350 m length between Kinpa and Ginpa Bridges. For the wave conditions, the energy mean wave height of H b = 0.83 m (T = 6.3 s) measured at Hiratsuka wave observatory was employed, similarly to that in Serizawa et al (2009). The normal waves were assumed to be incident from the direction perpendicular to the shoreline (θ w = 0°) of the Yamanishi area where the sandy beach has been gradually recovered by beach nourishment.…”
Section: Calculation Conditionsmentioning
confidence: 99%
“…The characteristic grain sizes of the fine and coarse materials are assumed to be d 1 = 0.2 and d 2 = 2 mm, respectively. Serizawa et al (2009) reproduced beach changes owing to the rapid seaward transport of mediumsize sand during storm waves, and the recovery of the foreshore under normal waves by changing the equilibrium slope of medium-size sand depending on the wave conditions. This condition was selected on the basis of the measured beach changes on the Ohiso coast, east of the present study site.…”
Section: Calculation Conditionsmentioning
confidence: 99%
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