港湾深槽骤淤的条件探讨
Study on the conditions of rapid siltation in deep trough in the bay
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摘要: 深槽骤淤指深槽底部在特定条件下产生的快速淤积,通常以浮泥形式出现.综合分析杭州湾、三门湾和象山港的地形地貌、水文泥沙及深槽固定剖面风暴前后或大、小潮期间的地形变化得出港湾深槽产生骤淤的基本条件:(1)有丰富的细颗粒物质的供应源;(2)迅速衰减的动力条件;(3)存在明显的负地形.三个条件必须同时得到满足,深槽才能产生骤淤.杭州湾泥沙来源丰富,终年悬沙浓度高,东试挖槽附近受长江冲淡水次级锋面和钱塘江冲淡水锋面影响较大,因此在一个大小潮周期内水动力条件减弱时挖槽处可产生骤淤.三门湾泥沙来源较丰富,正常天气的年份内潮滩处于缓慢淤积状态,而深槽处于冲淤基本平衡状态,但在风暴等灾害性天气下发生强烈的滩、槽泥沙交换,若风暴后处于中小潮汛期则深槽发生骤淤.象山港由于环境隐蔽,水清沙少,沿岸潮滩狭窄,缺少骤淤的物源,即使风暴作用后鹰龙山深槽也没有产生骤淤.Abstract: The rapid siltation of deep trough means the suspended sediment sinking very fast to the bottom of the trough within a quite limited period,and it makes up of fluid mud layer.A comprehensive analysis is done based on the data of duplicate measurement of seabed profile depth,topogr aphy,hydrology and suspended sediment in the Hangzhou,Sanmen and Xiangshan Bays.The results show that rapid accumulation happens under three conditions:(1) fine sediment is very abundant;(2) hydrology diminishes quickly;and(3) there exists a obviously concave landform.These three factors must be satisfied at the same time, other wise the rapid siltation cannotoccur at the deep trough.Since the Hangzhou Bay is full of fine sediment,the suspended sediment concentration is high all the year and it is influenced by the secondary Changjiang plume front and the Qiantang plume front at the east trial dredged trough,the rapid deposition can be measured when the hydrology turns weak from spring to neap tidal period.The suspended sediment is plenty comparatively in the Sanmen Bay,the seabed of tidal flat is kept stable with a little siltation and the trough is nearly in the equilibrium of erosion and siltation wit hina normal year.Only when the storm hits the bay and the following day sare between middle and neaptidal period after the storm past,a large number of suspended sedimenter odedobvio usly from tidal flat will sink quickly to the deep trough.However,the Xiangshan Bay is sheltered with hills around the bay and islands in bay mouth,the water is very limpid and the suspended sediment is quite little,so the rapid accumulation cannot be happened in the innerbay trough even with the impact of storm.
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Key words:
- rapid siltation /
- fine sediment /
- deep trough /
- bay
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戴贤凯,徐敏.杭州湾深水航道东试挖槽浮泥研究[J].海洋工程,1998,16(2):43-49. MAYNARD M N. Fluid mud accumulation processes in an esturary[J]. Geo-Marine Letteres, 1985, 4:171-176. WOLANSKI E, CHAPPAL J, RADD P,et al. Fluidization of mud in estuaries[J]. J Geophys, 1988,93(C3):2 351-2 361. 李炎,夏小明,董礼先.椒江河口浮泥的分布和调整[J].海洋学报,1998,20(4):72-82. 李九发,何青,徐海根.长江河口浮泥形成机理及变化过程[J].海洋与湖沼,2001,32(3):302-310. 徐建益,袁建忠.长江口深水航道建设中的浮泥研究及评述[J].泥沙研究,2001,(6):74-81. 余祈文,符宁平.杭州湾北岸深槽形成及演变特性研究[J].海洋学报,1994,16(3):74-85. 戴贤凯,徐敏,陆培东.杭州湾深水航道成槽的可行性研究[J].海洋工程,1997,15(2):39-49. 夏小明,谢钦春,李炎,等.港湾淤泥质潮滩的周期性变化[J].海洋学报,1997,19(4):99-108. 何青,恽才兴.遥感在海岸岸滩稳定性分析中的应用[J].海洋学报,1999,21(5):87~94. 谢钦春,马黎明,李伯根,等.浙江三门湾猫头深潭风暴快速沉积研究[J].海洋学报,2001,23(5):58-69. 林承坤.长江口泥沙的来源分析与数量计算[J].泥沙研究,1984,(2):22~31. 曹沛奎,谷国传,董永发,等.杭州湾泥沙运移的基本特征[J].华东师范大学学报,1985,(3):75-83. SU Ji-lan, WAN Kang-shan, LI Yan. A plume front in Hangzhou Bay and its role in suspended sediment transport[A]. CHENGR T.Residual Currents and Long-term Transport:Coastal and Estuarine Studies:Vol. 38[C]. New York:Springer-Verlag, 1990. 333-347. 中国海湾志编篆委员会.中国海湾志:第五分册[M].北京:海洋出版社,1992. KIRBY R. High concentration suspension(fluid mud) layers in estuaries[A]. DRONDERS J, VAN LEUSSEN W. Physical Processes in Estuaries[C]. Heidelbery:Springer-Verlag, 1998. 463-487. 河海大学,国家海洋局第二海洋研究所.浙江三门湾核电厂岸滩稳定性——数学模型.1995. 国家海洋局第二海洋研究所.杭州湾水界面(锋面)及其对悬移物质输送影响的研究报告.1989. 国家海洋局第二海洋研究所.浙江三门核电厂址附近海域水文泥沙测验和同步潮位观测研究报告.1994. 国家海洋局第二海洋研究所.浙江沿海鹰龙山电厂海洋水文气象站观测断面监测报告.1994. 国家海洋局第二海洋研究所.浙江省海岸带和海涂资源综合调查海洋水文调查报告.1983. 浙江省水利河口海岸研究院.浙江沿海(宁海)电厂工程可行性研究——水文测验综合报告.2002. 浙江省河口海岸研究所,国家海洋局第二海洋研究所.浙江三门湾核电厂岸滩稳定性——滩槽检测断面报告.1995. 浙江省河口海岸研究所.9711号台风前后三门湾滩槽检测断面资料技术报告.1997.
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