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7. $\sigma = 4$ s$^{ - 1}$不同泥层密度时流场幅值
Fig.7. The amplitude of flow field with different mud densities ($\sigma = 4$ s$^{ - 1}$)
