Numerical modelling of flow in Little Pigeon Bay due to the 2016 Kaikoura tsunami. (1st July 2018)

• Record Type: Journal Article
• Authors: Xu, Zhonghou; Nandasena, N.A.K.; Whittaker, Colin N.; Melville, Bruce W.
• Is Part Of: Ocean engineering. Volume 159(2018)
• Page Start: 228
• Page End: 236
• Publication Date: 2018-07-01
• Subjects: Run-up -- Tsunami -- Bay -- Local macro-roughness; Ocean engineering -- Periodicals; Ocean engineering; Periodicals; 620.4162
• DOI: 10.1016/j.oceaneng.2018.04.004
• Languages: English
• ISSNs: 0029-8018

Abstract

Abstract: The magnitude 7.8 Kaikoura earthquake on the north-eastern coast of South Island, New Zealand induced a tsunami, which affected many north-facing bays in Banks Peninsula. The V-shaped Little Pigeon Bay experienced pronounced inundation compared to adjacent bays, causing heavy damage to a cottage at the head of the bay. In order to investigate the characteristics of the tsunami flow in the bay, a numerical model based on nonlinear shallow water theory was established, using tidal levels from the neighbouring Sumner sea level gauge. Three incident wave angles were tested, ranging from due north to 30° east of north. The simulated maximum run-up heights were validated with surveyed results. For all the wave directions, a resonance with a period of 6.3 min was found from 50 to 100 min in the simulation. Based on the physical dimensions of Little Pigeon Bay, idealised models were set-up to analyse the influence of V-shaped embayment on maximum water level, maximum velocity and maximum momentum flux. Bays with sand bars of different crest heights were also investigated. A sand bar with a relatively low crest height ( d w /d ≥ 0.5) did not significantly reduce the maximum velocity and the maximum momentum flux. Highlights: Influence of the incident tsunami wave angle on the flow in Little Pigeon Bay was studied. Local amplification of tsunami waves in Little Pigeon Bay was discussed. Influence of a sand bar in an idealised V-shaped bay was investigated. Influence of embayment on flow characteristics was demonstrated. Recommendations on the construction of artificial bed sills in a bay were given.