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†2)(
),白玉川*†3)()
),白玉川*†3)()
DYNAMIC DISTRIBUTION OF POWER-LAW DENSITY CURRENT IN ESTUARY UNDER WAVE1)
Xu Haijue*†,Wu Jinsen†2)(),Bai Yuchuan*†3)()
),Bai Yuchuan*†3)()
图2. $\sigma = 4$ s$^{ - 1}$条件下界面波与自由表面波的波幅之比
Fig.2. Comparisons of the ratio of amplitude interfacial to surface wave amplitudes($\sigma = 4$ s$^{ - 1})$
