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首页> 外文期刊>Journal of Hydraulic Engineering >Structure of Turbulent Flow in a Shallow Tidal Estuary
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Structure of Turbulent Flow in a Shallow Tidal Estuary

机译:浅潮河口湍流结构

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A high-resolution current profiler (HRCP), which belongs to a pulse-to-pulse coherent Doppler sonar, has been used to measure vertical profiles of turbulence parameters, such as the Reynolds stresses, eddy viscosity, production and dissipation rates, etc., and to test the parametrization of dissipation rate and eddy viscosity. The HRCP and automatic ascending/descending CTD are deployed during the autumn of 2001 for 24 h in a tidal estuary. Reliable velocities along the beams with HRCP are collected with 3 s intervals and a vertical resolution as fine as 0.03 m in the range 0.02-0.98 m above the bottom. Density profiles with the CTD are taken nominally every 30 sec. The turbulent velocity variables depend largely on the tidal phase; the variables during the ebb deviate from those in neutral equilibrium boundary layer. This deviation during the ebb presumably arises from the "inactive motion." The stability function S_M in the Mellor-Yamada (M-Y) model is smaller than 0.39 even when the stratification is negligible during the flood. The constant of proportionality B_1 in the dissipation model is larger than 16.6 used in M-Y model. There is room for improving some of the mixing parametrizations in estuarine tidal flows.
机译:高分辨率电流轮廓仪(HRCP)属于脉冲间相干多普勒声纳,已用于测量湍流参数的垂直轮廓,例如雷诺应力,涡流粘度,产生率和耗散率等。 ,并测试耗散率和涡流粘度的参数化。 HRCP和自动上升/下降CTD在2001年秋季的潮汐河口部署了24小时。 HRCP沿梁的可靠速度以3 s的间隔收集,垂直分辨率在底部上方0.02-0.98 m的范围内可达0.03 m。标称每30秒获取一次CTD的密度曲线。湍流速度变量在很大程度上取决于潮汐阶段。退潮期间的变量与中性平衡边界层的变量不同。退潮期间的这种偏离可能是由于“无效运动”引起的。即使在洪水期间分层可忽略不计,Mellor-Yamada(M-Y)模型中的稳定性函数S_M仍小于0.39。耗散模型中的比例常数B_1大于M-Y模型中使用的16.6。在河口潮汐流中仍有改进混合参数的空间。

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