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$^{ - 1}$) |
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