A Numerical Tidal Model of the Asan Bay

아산만(牙山灣)의 조석수치모형(潮汐數値模型)

  • 최병호 (성균관대학교 공과대학 토목공학과)
  • Received : 1990.03.15
  • Published : 1990.06.30

Abstract

A two-dimensional nonlinear tidal model of the Asan Bay has been formulated to examine the tide and related hydraulic phenomena. The $M_2$ tidal regime was first computed using the model and the model also was to derive the maximum bed stress and transport potential in the region. Preliminary assessment of relation between sediment transport and the maximum bed stress distribution determined from the model are described.

아산만(牙山灣)의 조석(潮汐)과 관련수리현상(關聯水理現象)을 조사(調査)하기 위한 2차원(次元) 비선형조석모형(非線型潮汐模型)을 수립(樹立)하였다. 첫 단계로서 주태음반일주조(主太陰半日週潮)의 조석체계(潮汐體系)를 산정(算定)하였으며 해저최대마찰응력(海底最大摩擦應力)과 토사이동포텐셜을 산정하여 토사이동과의 관련성을 초기추정하였다.

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