【摘要】 <正> 计算方法如图(3)所示,石臼港面临广阔的海域,曲线表示岸线,A、B、C、D为岸线格网点。二期工程拟从A点至E点修建码头和防波堤。建成后港内X方向最大距离为5100米,Y方向在湾口处为2600米。三期工程如图(5)所示,湾口宽为500米。二、三期工程建成后,港内的潮流流场必将发生巨大的变化。建港前预知建港后的潮流更多还原

【Abstract】 In this paper, the distributions and changes of the tidal current and tideinduced residual current in Shijiu Harbour are computed using the ADI method based on two-dimensional nonlinear tidal wave equations after the second and third stage projects of the Shijiu Harbour will have been constructed. The inflence of the tidal phase difference between two sides of the bay mouth on the tidal current and tide-induced. residual current in Shijiu Harbour is studied.更多还原