波浪扰动下河口幂律异重流的动力场分布特性1)
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DYNAMIC DISTRIBUTION OF POWER-LAW DENSITY CURRENT IN ESTUARY UNDER WAVE1)
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图3. $\rho _{\rm m} = 1370$ kg/m条件下界面波与自由表面波的波幅之比 |
Fig.3. Comparisons of the ratio of amplitude interfacial to surface wave amplitudes ($\rho _{\rm m} = 1370$ kg/m$^{3})$ |
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