丁宏伟,韩玉芳,胡国栋,等. 长江口南槽底沙输沙观测研究[J]. 水利水运工程学报.. DOI: 10.12170/20240112001
引用本文: 丁宏伟,韩玉芳,胡国栋,等. 长江口南槽底沙输沙观测研究[J]. 水利水运工程学报.. DOI: 10.12170/20240112001
(DING Hongwei, HAN Yufang, HU Guodong, et al. Observational study on sediment transport at the southern channel bed of the Yangtze River Estuary[J]. Hydro-Science and Engineering(in Chinese)). DOI: 10.12170/20240112001
Citation: (DING Hongwei, HAN Yufang, HU Guodong, et al. Observational study on sediment transport at the southern channel bed of the Yangtze River Estuary[J]. Hydro-Science and Engineering(in Chinese)). DOI: 10.12170/20240112001

长江口南槽底沙输沙观测研究

Observational study on sediment transport at the southern channel bed of the Yangtze River Estuary

  • 摘要: 为解决长江口底沙输沙无实测资料的问题、研究南槽的底沙输移特性,基于坑测法原理开发了一套适用于长江口水沙环境的底沙观测系统,取得了可靠的低扰动下南槽拦门沙段底沙输沙过程资料。观测结果显示,在潮周期过程中(平均潮差3.3 m),输沙率与流速大小密切相关,实测潮平均输沙率为0.007 kg/(m∙s),输沙率最大值出现在涨急时刻,为0.045 kg/(m∙s),落急时刻输沙率最大值为0.020 kg/(m∙s)。涨落潮过程中,同样流速条件下,输沙率存在一定差异,涨潮时段推移质输沙率大于落潮时段。根据窦国仁公式计算的单宽推移质输沙率与实测值变化规律基本一致,但量级上存在差异,潮平均计算输沙率为0.004 kg/(m∙s),小于实测值,涨急时刻最大计算输沙率为0.031 kg/(m∙s),落急时刻为0.028 kg/(m∙s),涨潮期间实测值大于计算值,落潮期间则相反,公式推荐的输沙综合系数取值需要进一步探索。

     

    Abstract: To address the issue of lack of measured data on sediment transport at the bed of the Yangtze River estuary and to study the characteristics of sediment mobility in the southern channel, a sediment observation system suitable for the hydro-sedimentary environment of the Yangtze Estuary was developed based on the principles of the pit-measurement method, yielding reliable data on sediment transport processes in the lower disturbance regime at the Nantong sandy section of the southern channel. Observational results indicate that during tidal cycles (average tidal range of 3.3 m), the sediment transport rate is closely related to flow velocity, with an observed average tidal sediment transport rate of 0.007 kg/(m∙s), peaking during the flood tide at 0.045 kg/(m∙s) and at 0.020 kg/(m∙s) during ebb tide. Throughout the tidal cycle, under identical flow velocity conditions, sediment transport rates exhibited disparities, with higher transport rates during the flood tide than during the ebb tide. The variation trends of the unit-width suspended sediment transport rate calculated using Dou Guoren's formula are generally consistent with the observed values, albeit with differences in magnitude. The calculated average tidal sediment transport rate was 0.004 kg/(m∙s), less than the observed values, with a maximum calculated value of 0.031 kg/(m∙s) during the flood tide and 0.028 kg/(m∙s) during ebb tide; observed values during the flood tide were higher than calculated values, and the reverse was true during the ebb tide. The composite coefficient recommended for sediment transport in the formula requires further exploration.

     

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