An analytical forced two-horizontal-dimension model is derived to investigate landslide tsunamis propagating around a conical island lying on a flat continental platform. Separation of variables and Laplace transform are used to obtain the free-surface elevation in the whole domain and the runup at the shoreline in terms of confluent Heun functions. The main properties of these functions and their asymptotic behaviour for large parameters are investigated. Expression of the transient leading wave travelling offshore is also derived. The distinguishing physical features of landslide tsunamis propagating in a round geometry are then pointed out and compared with those of landslide tsunamis propagating along a straight coast. Analytical results satisfactorily agree with available experimental data.
机构:
State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua UniversityCollege of Water Resources and Civil Engineering, China Agricultural University
金峰
林鹏智
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State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan UniversityCollege of Water Resources and Civil Engineering, China Agricultural University
林鹏智
刘毅
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机构:
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower ResearchCollege of Water Resources and Civil Engineering, China Agricultural University