胡智超,朱沈鸣,李建雄,等. 钱塘江河口盐官段主汛期前含沙量特性研究[J]. 水利水运工程学报,2023(6):67-74.. doi: 10.12170/20221010002
引用本文: 胡智超,朱沈鸣,李建雄,等. 钱塘江河口盐官段主汛期前含沙量特性研究[J]. 水利水运工程学报,2023(6):67-74.. doi: 10.12170/20221010002
(HU Zhichao, ZHU Shenming, LI Jianxiong, et al. Characteristics of sediment concentration in Yanguan section of Qiantang River estuary before the main flood season[J]. Hydro-Science and Engineering, 2023(6): 67-74. (in Chinese)). doi: 10.12170/20221010002
Citation: (HU Zhichao, ZHU Shenming, LI Jianxiong, et al. Characteristics of sediment concentration in Yanguan section of Qiantang River estuary before the main flood season[J]. Hydro-Science and Engineering, 2023(6): 67-74. (in Chinese)). doi: 10.12170/20221010002

钱塘江河口盐官段主汛期前含沙量特性研究

Characteristics of sediment concentration in Yanguan section of Qiantang River estuary before the main flood season

  • 摘要: 钱塘江河口水沙运动极其复杂,特别是泥沙输移问题历来备受关注。然而河口涌潮河段的含沙量观测非常困难,目前对含沙量精细化的系统实测分析及其规律研究仍相对缺乏。以钱塘江北岸海宁段在主汛期前需修建的围堰工程及其泥沙冲淤问题为背景,采用2022年4—6月钱塘江盐官段北岸盐官潮位站连续多日实测含沙量展开分析研究。根据潮差级别(大潮、中潮、小潮)和潮时(涨潮前、涨潮期、平潮期、退潮期)对含沙量数据进行划分和分析。利用从盐官潮位站获取的同时期浊度与实测含沙量进行数据拟合,分别按潮差级别和浊度区间划分得到两组拟合曲线,相关度约为0.9。拟合曲线经验证后运用于7月潮位与拟合含沙量的分析对比。结果表明:大潮时含沙量离散程度最大,中潮次之,小潮最小;小潮的4个潮时含沙量变化不大,中潮和大潮涨潮期的含沙量均有明显上升,高平潮期含沙量有所下降,经退潮期回归至涨潮前水平。总体而言,含沙量曲线与潮位曲线存在相似的周期性关系,但在退潮期,含沙量会再次出现先升后降的过程,这可能是由于退潮阶段落急时流速增加,部分床面泥沙再次随水流运动,但随着落急到落憩的转变,退潮变缓,含沙量再次下降。本研究进一步加深了对河口含沙量演变规律的认识,可为河口工程的泥沙研究提供借鉴。

     

    Abstract: The water and sediment movement in the Qiantang River estuary is extremely complex. The problems of the sediment transport has always been concerned by scholars. However, it is very difficult to observe the sediment concentration in the tidal reaches of the estuary, and there is a relative lack of systematic measurement analysis and research on the law of sediment concentration. In order to improve the understanding of water and sediment characteristics in the Qiantang River estuary, the measured sediment concentration at Yanguan tidal gauge station for several consecutive days from April to June 2022 was analyzed and studied based on the background of the cofferdam project to be built in Haining section on the north bank of the Qiantang River before the main flood season. Firstly, the data of sediment concentration were divided and analyzed according to the tidal range level (spring tide, middle tide, neap tide) and tidal time (before flood tide, flood tide, slack tide, ebb tide). Secondly, the measured sediment concentration was fitted with the turbidity data obtained from Yanguan tidal gauge station in the same period. Two groups of fitting curves were obtained according to the level of tidal range and turbidity interval, and the correlation degree was around 0.9. The fitted curve was verified and then applied in the analysis of relationship between the tidal level and the sediment concentration in July. The results showed that the dispersion degree of sediment concentration during spring tide was the largest, followed by middle tide and neap tide. There was little change in sediment concentration during neap tides. The sediment concentration increased obviously during middle tide and spring tide, and decreased during slack tide at high level before returning to the original sediment concentration during ebb tide. Overall, sediment concentration curve and tidal curve had similar periodic process. It was noted that the sediment concentration showed a small rise during ebb tide period, which might be because the flow velocity increased after the slack tide period and some settled sediment moved again with flow. This study will enhance the understanding of sediment transport in the Qiantang River estuary, which helps to solve the sediment problems in the estuary engineering.

     

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