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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    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,莫思平.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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  • Online: May 28,2012
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