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椒江口最大浑浊带的时空变化分析

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本文针对疏浚前后椒江口航道最大浑浊带的特征以及最大浑浊带对航道回淤的影响进行了分析研究.首先对椒江口水动力泥沙进行数值模拟,得到的模型可以较好地模拟椒江口复杂地形以及水动力泥沙条件.其次分析椒江口的悬沙输移机制和最大浑浊带的运动过程及疏浚后最大浑浊带的变化.悬沙通量计算显示,潮泵效应主导椒江口外航道附近的悬沙输移,近海侧航道悬沙通量主要为海向,近陆侧则为陆向.最大浑浊带在航道附近随大小潮和涨落潮往复移动,一个潮周期内涨急时刻最大浑浊带悬沙浓度最高.航道疏浚后,最大浑浊带位置及悬沙浓度变化不大,疏浚航道上游始终存在一个高淤积区.
Analysis of spatiotemporal variations of the turbidity maximum zone in the Jiaojiang estuary
In this paper,the characteristics of the turbidity maximum zone(TMZ)in the Jiaojiang estu-ary before and after channel dredging and the influence of the TMZ on channel siltation were studied.Firstly,the hydrodynamic and sediment of the Jiaojiang estuary was numerically simulated,and the model could simulate the complex terrain and hydrodynamic sediment conditions well.Secondly,the mechanism of suspended sediment transport in the Jiaojiang estuary,the movement process of the TMZ and the changes after dredging were analyzed.The calculation of net sediment fluxes showed that the tidal pumping dominated the suspended sediment transport near the outer channel of the Jiaojiang estu-ary.The net sediment fluxes near sea side of channel were mainly in the sea direction,while that in the near land side were in the land direction.The TMZ moved back and forth with spring-neap tide and flood-ebb tide near the outer channel.The suspended sediment concentration(SSC)in the TMZ was the highest at the flood peak in a tidal cycle.After channel dredging,the position of the TMZ and SSC changed little,and there was always a high siltation area in upstream of the dredged channel.

the Jiaojiang estuaryturbidity maximum zonechannel dredgingback siltation

姚炎明、陈雪茜、袁金雄、李莉

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浙江大学海洋学院,浙江舟山 316021

椒江口 最大浑浊带 航道疏浚 回淤

2024

海洋湖沼通报
山东海洋湖沼学会

海洋湖沼通报

CSTPCD北大核心
影响因子:0.464
ISSN:1003-6482
年,卷(期):2024.46(6)