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作 者:应铭 季岚 周海 YING Ming;JI Lan;ZHOU Hai(Shanghai Waterway Engineering Design and Consulting Co.,Ltd.,Shanghai 200120,China)
机构地区:[1]中交上海航道勘察设计研究院有限公司,上海200120
出 处:《水运工程》2017年第11期77-85,共9页Port & Waterway Engineering
基 金:国家重点研发计划资助项目(2017YFC0405405)
摘 要:长江口12.5 m深水航道于2010年3月贯通,发挥了巨大的经济社会效益,但航道回淤问题十分突出。针对航道回淤总量大、时空集中分布于洪季北槽中段最大浑浊带区段的特点,利用北槽洪季沿程大小潮水文测验资料,分析了水沙盐场的时空分布特征和输移规律,揭示了洪季航道回淤集中在北槽中段的主要原因,并提出了涨落潮周期内航道回淤水沙运动的物理过程。The Yangtze Estuary12.5m Deep-draft Channel has been available for navigation since March2010.Despite its enormous economic and social contribution,the problem of back silting is outstanding.The siltation is mainly occurred in the North Passage which crosses the maximum turbidity zone of the Estuary and highly centralized by time and space.The channel middle part is the peak siltation segment.Meanwhile,most of the siltation appears in flood season from June to November.Based on the hydrological data along the North Passage,it is analyzed that the spatial and temporal distribution and transport laws of tidal flow,sediment and salinity in the North Passage.It is revealed that the main reasons of siltation concentration in the channel middle part during flood season,and the sediment transport physical process during flood and ebb tide cycle is put forward.
关 键 词:长江口12.5m深水航道 北槽 回淤物理过程 最大浑浊带
分 类 号:U612[交通运输工程—船舶及航道工程]
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