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$^{3}$) |
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