Ecological and Environmental Sciences

Characteristics of suspended flocs and the combined action of contributing factors in Yangtze Estuary: A case study on the significant differences between the inner estuary and the mouth area

  • YANG Tian ,
  • YANG Shi-lun ,
  • YANG Hai-fei ,
  • ZHU Qin ,
  • ZHANG Wen-xiang ,
  • ZHANG Chao-yang ,
  • WANG Ru-sheng
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  • 1. State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200062, China;
    2. Survey Bureau of Hydrology and Water Resources of Changjiang Estuary, Shanghai 200136, China;
    3. Second Institute of Oceanography State Oceanic Administration, Hangzhou 310012, China

Received date: 2016-10-26

  Online published: 2017-07-20

Abstract

Flocculation plays a vital role in the transport of estuarine fine suspended sediments. To study the natural situation and the main influencing factors of fine suspended sediment flocculation, in-situ observations were carried out along the South Branch to the North Channel of the Yangtze Estuary from 19th to 23th October 2014 (During that time, river discharge, tidal range and wind waves have same value to annual mean value). Floc size, dispersed particle size, volume concentration (VC), suspended sediment concentration (SSC), salinity, temperature and flow velocities were measured at four characteristic moments at four sites. We study the relation between median floc size, as well as effective density, and the five influencing factors with the Grey relational analysis.The results shows that,in the same water volume, flocs in the Turbidity Maximum Zone has more floc numbers and smaller floc size; that floc inside has less clay particles, larger gap and more free water compare to the inner estuary. In the inner estuary,critical factors influencing floc sizes are SSC, dispersed particle size, VC, and critical factors influencing effective density were dispersed particle size, SSC, velocity. In the Turbidity Maximum Zone of the mouth area, the critical factor influencing floc sizes is velocity and the critical factors influencing effective density are salinity and SSC.

Cite this article

YANG Tian , YANG Shi-lun , YANG Hai-fei , ZHU Qin , ZHANG Wen-xiang , ZHANG Chao-yang , WANG Ru-sheng . Characteristics of suspended flocs and the combined action of contributing factors in Yangtze Estuary: A case study on the significant differences between the inner estuary and the mouth area[J]. Journal of East China Normal University(Natural Science), 2017 , (4) : 149 -159 . DOI: 10.3969/j.issn.1000-5641.2017.04.013

References

[1] 钱宁, 万兆慧. 泥沙运动力学[M]. 北京: 科学出版社, 1983: 45-108.
[2] STERNBERG R W, BERHANE I, OGSTON A S. Measurement of size and settling velocity of suspended aggregates on the northern California continental shelf[J]. Marine Geology, 1999, 154(1-4): 43-53.
[3] MIKKELSEN O, PEJRUP M. The use of a LISST-100 laser particle sizer for in-situ estimates of floc size, density and settling velocity[J]. Geo-Marine Letters, 2001, 20(4): 187-195.
[4] 程江, 何青, 王元叶. 利用LISST观测絮凝体粒径、有效密度和沉速的垂线分布[J]. 泥沙研究, 2005(1): 33-39.
[5] DYER K R, MANNING A J. Observation of the size, settling velocity and effective density of flocs, and their fractal dimensions[J]. Journal of Sea Research, 1999, 41(1-2): 87-95.
[6] FUGATE D C, FRIEDRICHS C T. Determining concentration and fall velocity of estuarine particle populations using ADV, OBS and LISST[J]. Continental Shelf Research, 2002, 22(11/12/13): 1867-1886.
[7] WINTERWERP J C, BALE A J, CHRISTIE M C, et al. Flocculation and settling velocity of fine sediment[J]. Proceedings in Marine Science, 2002(5): 25-40.
[8] 沈焕庭, 贺松林, 潘定安, 等. 长江河口最大浑浊带研究[J]. 地理学报, 1992(5): 472-479.
[9] CHEN S, EISMA D, KALF J. In situ distribution of suspendedmatter during the tidal cycle in the elbe estuary[J]. Netherlands Journal of Sea Research, 1994, 32(1): 37-48.
[10] FENNESSY M J, DYER K R. Floc population characteristics measured with INSSEV during the Elbe estuary intercalibration experiment[J]. Journal of Sea Research, 1996, 36(1-2): 55-62.
[11] MANNING A J, SCHOELLHAMER D H. Factors controlling floc settling velocity along a longitudinal estuarine transect[J]. Marine Geology, 2013, 345(6): 266-280.
[12] BALE A J, MORRIS A W. In situ, measurement of particle size in estuarine waters[J]. Estuarine Coastal & Shelf Science, 1987, 24(2): 253-263.
[13] WANG Y P, VOULGARIS G, LI Y, et al. Sediment resuspension, flocculation, and settling in a macrotidal estuary[J]. Journal of Geophysical Research Oceans, 2013, 118(10): 5591-5608.
[14] VOULGARIS G, MEYERS S T. Temporal variability of hydrodynamics, sediment concentration and sediment settling velocity in a tidal creek[J]. Continental Shelf Research, 2004, 15(15): 1659-1683.
[15] 唐建华, 何青, 王元叶, 等. 长江口浑浊带絮凝体特性[J]. 泥沙研究, 2008(2): 27-33.
[16] 李九发, 戴志军, 刘启贞, 等. 长江河口絮凝泥沙颗粒粒径与浮泥形成现场观测[J]. 泥沙研究, 2008(3): 26-32.
[17] 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.
[18] 谭学瑞, 邓聚龙. 灰色关联分析:多因素统计分析新方法[J]. 统计研究, 1995(3):46-48.
[19] 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[J]. 海洋学报, 2002, 24(4): 51-57.
[20] IPWC, HU B Q, WONG H, et al. Applications of grey relational method to river environment quality evaluation in China[J]. Journal of Hydrology, 2009, 379(3): 284-290.
[21] WANG Q, LIU J, ZHU X, et al. The experiment study of frost heave characteristics and gray correlation analysis of graded crushed rock[J]. Cold Regions Science & Technology, 2016, 126: 44-50.
[22] YAN F, QIAO D, QIAN B, et al. Improvement of CCME WQI using grey relational method[J]. Journal of Hydrology, 2016, 543: 316-323.
[23] 陈吉余. 长江河口动力过程和地貌演变[M]. 上海: 上海科学技术出版社, 1988: 1-5.
[24] YANG S L, ZHAO Q Y, BELKIN I M.Temporal variation in the sediment load of the Yangtze River and the influences of the human activities [J].Journal of Hydrology, 2002, 263(1): 56-71
[25] 王如生, 杨世伦, 罗向欣, 等. 近30年长江北支口门附近的冲淤演变及其对人类活动的响应[J]. 华东师范大学学报(自然科学版), 2015(4): 34-41.
[26] 谢火艳, 王如生, 张国安, 等. 长江口北槽沉积物的粒度特征和输运趋势探讨[J]. 上海国土资源, 2016, 37(2): 84-88.
[27] 恽才兴. 长江河口近期演变基本规律[M]. 北京: 海洋出版社, 2004: 289-290.
[28] LIU J H, YANG S L, ZHU Q, et al. Controls on suspended sediment concentration profiles in the shallow and turbid Yangtze Estuary[J]. Continental Shelf Research, 2014, 90: 96-108.
[29] 水利部长江水利委员会. 长江泥沙公报[M]. 武汉: 长江出版社, 2015: 3-4.
[30] YANG S L, XU K H, MILLIMAN J D, et al. Decline of Yangtze River water and sediment discharge: Impact from natural and anthropogenic changes[J]. Scientific reports, 2015(5): 1-13.
[31] 武小勇, 茅志昌, 虞志英, 等. 长江口北港河势演变分析[J]. 泥沙研究, 2006(2): 46-53.
[32] 国家海洋局东海预报中心. 上海市沿海海洋预报[EB/OL]. (2014-10-19)[2014-10-23].http://www.dhybzx.org/linebreakOceanPortal/pages/yubao/yanhaiyubao.html.
[33] 方强飞, 赵书河, 周艳霞. 近十年来长江口九段沙周边地貌演变GIS分析[J]. 测绘与空间地理信息, 2014(11): 90-93..
[34] YANG S L, LI P, GAO A, et al. Cyclical variability of suspended sediment concentration over a low-energy tidal flat in Jiaozhou Bay, China: effect of shoaling on wave impact[J]. Geo-Marine Letters, 2007, 27(5): 345-353.
[35] 张文祥, 杨世伦. OBS浊度标定与悬沙浓度误差分析[J]. 海洋技术, 2008, 27(4): 5-8.
[36] 韩胜娟. SPSS聚类分析中数据无量纲化方法比较[J]. 科技广场, 2008(3): 229-231.
[37] 阮文杰. 细颗粒泥沙动水絮凝的机理分析[J]. 海洋科学, 1991, 15(5): 46-49.
[38] 王保栋. 河口细颗粒泥沙的絮凝作用[J]. 海洋科学进展, 1994(1): 71-76.
[39] 严肃庄, 曹沛奎. 长江口悬浮体的粒度特征[J]. 上海国土资源, 1994(3): 50-58.
[40] 金鹰, 王义刚, 李宇. 长江口粘性细颗粒泥沙絮凝试验研究[J]. 河海大学学报, 2002, 30(3): 61-63.
[41] 陈庆强, 孟翊, 周菊珍, 等. 长江口细颗粒泥沙絮凝作用及其制约因素研究[J]. 海洋工程, 2005, 23(1): 74-82.
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