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)()
DYNAMIC DISTRIBUTION OF POWER-LAW DENSITY CURRENT IN ESTUARY UNDER WAVE1)
Xu Haijue*,Wu Jinsen2)(),Bai Yuchuan*3)()

图9. $\rho _{\rm m} = 1300$ kg/m$^{3}$不同圆频率时流场幅值

Fig.9. The amplitude of flow field at different circular frequencies ($\rho _{\rm m} = 1300$ kg/m$^{3}$)