波浪扰动下河口幂律异重流的动力场分布特性1)
徐海珏,吴金森,白玉川

DYNAMIC DISTRIBUTION OF POWER-LAW DENSITY CURRENT IN ESTUARY UNDER WAVE1)
Xu Haijue,Wu Jinsen,Bai Yuchuan
表2 $\sigma = 4$ s$^{ - 1}$界面波与自由表面波的波幅之比
Table 2 Comparisons of the ratio of amplitude interfacial to surface wave amplitudes ($\sigma = 4$ s$^{ - 1})$