伶仃航道三期试挖槽工程实施后泥沙回淤分析
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南京水利科学研究院水文水资源与水利工程科学国家重点实验室,江苏南京210029

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Analysis of sedimentation after implementation of Lingding channel phase Ⅲ trial dredging engineering
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State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute,Nanjing 210029, China

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    摘要:

    在对伶仃洋河口湾来水来沙、潮汐与潮流特性分析的基础上,结合伶仃航道三期工程实施后的4 次航道地形测量资料,对试挖航段的回淤量沿时间和空间的变化、以及航道稳定边坡进行分析。结果表明伶仃航道开挖段-15.5 m 贯通后,经过2008 年1 月—2009 年1 月水沙过程的作用后(其间未进行疏浚),航道内以淤积为主,淤积量较以往(一、二期) 没有明显增加。此结论为三期工程的进一步拓宽浚深提供了技术参考。

    Abstract:

    Based on the analysis of the incoming water and sediment, tide and tidal current characteristics in the Lingdingyang estuary, and combining with four times topographic survey data after phase Ⅲproject of Lingding channel, this paper analyzes the spatial-temporal variation of channel’s siltation amount and slope stability. The results shows that after the transfixion of the 15.5 m dredged channel in Lingdingyang bay, and the flow and sediment process between January 2008 and January 2009 (the channel was not dredged during this period) , the channel’s main tendency was silting-up, but the sedimentation amount was not increased comparing with the previous project (phaseⅠand Ⅱ). The result presents a technical reference for further widening and deepening of the channel in phase Ⅲproject.

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袁胜英,应强,辛文杰,等.伶仃航道三期试挖槽工程实施后泥沙回淤分析[J].水运工程,2011(04):93-97.

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  • 在线发布日期: 2012-05-28
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