长江口细颗粒泥沙絮凝沉降影响因素分析

蒋国俊; 姚炎明; 唐子文

长江口细颗粒泥沙絮凝沉降影响因素分析

浙江大学, 港口海岸及近海工程研究所, 浙江, 杭州, 310028

基金项目: 国家自然科学基金资助项目(49976023);浙江省自然科学基金资助项目(N29985)

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出版历程
- 收稿日期: 2001-08-29
- 修回日期: 2001-12-03

The analysis for influencing factors of fine sediment flocculation in the Changjiang Estuary

Harbor Coast & Near Ocean Engineering Institute of Zhejiang University, Hangzhou 310028, China

摘要

摘要: 根据静水和动水条件下的细颗粒泥沙沉降试验结果,应用灰色模型分析中的关联度分析理论,分析了影响细颗粒泥沙絮凝沉降的主要因素.根据关联度的大小指出,影响细颗粒泥沙絮凝沉降的主要因素依次为水温、沉降历时、盐度、粒度、含沙量和流速,其中盐度和粒度是阈值型影响因素,沉降历时、含沙量和流速是连续型影响因素,水温是具有阈值型和连续型双重特性的影响因素.只要阈值型影响因素达到或超过了阈值,细颗粒泥沙就发生絮凝作用,因素值的变化对沉降强度影响不大.连续型影响因素对细颗粒泥沙絮凝沉降的影响是连续的,它们不仅影响絮凝作用发生,而且影响絮凝沉降强度.
- 絮凝沉降 /
- 影响因素 /
- 阈值型 /
- 连续型 /
- 关联度分析
Abstract: Based on the test data under dynamic water and static water,main factors which influence the fine sediment flocculation are analyzed using the relative analysis theory of the gray model analysis.It is pointed out that the main influencing factors are water temperature,settling time,salinity,grain size,sediment concentration and current velocity according to relevant values.In those factors,the salinity and the sediment grain size are critical type influencing factors,but the settling time,the sediment concentration and the velocity are continuous influencing factors,and the water temperature has char acteristics of both the critical type and continuous type.When the critical values of the critical type influencing factors are reached or exceeded,the fine sediments are flocculated but the values do not influence the settling strength of the floc.The influence of the continuous type influencing factors is continuous.They not only influence the flocculation but also the settling strength of the floc.
- floc settling /
- influencing factors /
- critical type /
- continuous type /
- relative analyses

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参考文献(16)

张志忠,王允菊,徐志刚长江口细颗粒泥沙絮凝若干特性探讨[A].第二次河流泥沙国际学术讨论会论文集[C].北京:水利电力出版社,1983 274-285

MANNING A J, DYER K R. A laboratory examination of floc characteristics with regard to turbulent shearing[J]. Marine Geology, 1999, 160(2): 147-170.

ELMALEH S. Flocculation energy requirement[J]. Water Research, 1991, 25(8): 939-943.

LI Gui-bai. Flocculation sediment of high-turbidity waters[J]. Water Research, 1991, 25(9): 1 137-1 143.

PARTHENIADES E. A fundamental framework for cohesive sediment dynamics[A]. MEHTA A. Lecture Notes on Coastal and Estuarine Studies 14, Estuarine Cohesive Sediment Dynamics[C]. Berlin, Heidelberg, New York, Tokyo: Springer,1984. 219-250.

PARTHENIADES E. Results of recent investigation on erosion and deposition of cohesive sediments[A]. SHEN H W.Sedimentation Symposium to Honor Professor Einstein H A[C]. Ft. Collins, CO. Chapter 12: 12.20-12.29.

MEHTA A J, PARTHENIADES E. An investigation of the depositional properties of flocculated fine sediment[J]. J Hydrol Res, 1975, 92 (C13): 361-381.

PARTHENIADES E. Erosion and deposition of cohesive soils[J]. ASCE, Journal of the Hydraulics Division, 1965, 91 (HY1): 105-139.

阮文杰.细颗粒泥沙动水絮凝的机理分析[J]海洋科学,1991,(5):46-49.

MATZ P A.Review oflaboratory sedimenttransport research usingfine sediments[A].第二次河流泥沙国际学术讨论会论文集[C]北京:水利电力出版社,1983 532-557

张志忠长江口细颗粒泥沙基本特性研究[A].全国泥沙基本理论研究学术讨论会论文集[C]北京:中国建材工业出版社,1992.369-375.

Van LEUSSEN W Aggregation of particles,settling velocity of mud flocs:a review.DRONKERS J,Van LEUSSEN,ed. Physical Processes in Estuaries[M]New York Springer-Verlag,1988.347-403

时钟长江口细颗粒泥沙过程[J].泥沙研究,2000,(6):72-81.

张志忠,阮文杰,蒋国俊.长江口动水絮凝沉降与拦门沙淤积的关系[J].海洋与湖沼,1995,26(6):632-638

邓聚龙灰色系统基本方法[M]武汉:华中理工大学出版社,1987.17-42.

沈承烈,阮文杰.长江口河床质冲淤特性的试验研究[J]泥沙研究,1986,(3):62-72.

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