| [1] Xie Wenhui, Chen Shenliang, Gu Guochuan et al. Dynamical characteristics of current and suspended sediment of theQiqu Archipelago. Donghai Marine Science, 2000, 18(2): 1-8. [谢文辉, 陈沈良, 谷国传等. 崎岖列岛邻近海域的水文泥沙特征. 东海海洋, 2000, 18(2): 1-8.][2] Chen Shenliang. Hydrodynamics, sediments and strait-channel effects for the Qiqu Archipelago. Acta OceanologicaSinica, 2000, 22(3): 123-130. [陈沈良. 崎岖列岛海区的水文泥沙及其峡道效应. 海洋学报, 2000, 22(3): 123-130.][3] Li Yuzhong, Chen Shenliang. Similarities between Yangshan Harbor Sea area and the Yangtze Estuary. ActaGeographica Sinica, 2002, 57(6): 662-670. [李玉中, 陈沈良. 洋山港海域与长江口相似性研究. 地理学报, 2002, 57(6): 662-670.][4] Li Yuzhong, Chen Shenliang. Separation and convergence of residual flows in Yangshan Harbor area. Journal ofHydraulic Engineering, 2003, (5): 24-34. [李玉中, 陈沈良. 洋山港海域余流分离和汇聚现象研究. 水利学报, 2003,(5): 24-34.][5] Yan Xinxing. Analysis of natural conditions and sediment source of Shanghai Yangshan Harbor area. Journal ofWaterway and Harbor, 2000, (3): 33-36. [阎新兴. 上海洋山港区的自然条件及泥沙来源分析. 水道港口, 2000, 21(3):33-36.][6] Yan Xinxing, Liu Guoting. On sediment characteristics of water area of Shanghai Yangshan Harbor. Journal ofWaterway and Harbor, 2003, 24(4): 174-180. [阎新兴, 刘国亭. 上海洋山港水域沉积特征研究. 水道港口, 2003, 24(4):174-180.][7] Chen Shenliang. Erosion and accretion characteristics and their causes in the Qiqu Arehipelago in the recent century.Marine Science Bulletin, 2000, 19(1): 58-67. [陈沈良. 崎岖列岛海区百年冲淤特征及其原因. 海洋通报, 2000, 19(1):58-67.][8] Zuo Shuhua, Li Bei, Yang Hua. Analysis on erosion and accretion characteristics in the channel during constructionperiod of Yangshan Harbor. Journal of Waterway and Harbor, 2009, 30(1): 14-19. [左书华, 李蓓, 杨华. 洋山港建设时期海域通道冲淤变化特征分析. 水道港口, 2009, 30(1): 14-19.][9] Yang Zhongyong, Li Na, Yu Zhiying et al. Preliminary research on the impact of blocking branch on the topography ofseabed in Yangshan Port. Marine Science Bulletin, 2010, 29(2): 166-171. [杨忠勇, 李娜, 虞志英等. 洋山港区堵汊工程对海底地形影响初探. 海洋通报, 2010, 29(2): 166-171.][10] Zhang Zhilin, Zhu Qiaoyun, Chen Jianmin et al. Influence of blocked bifurcation along Qiqu Archipelago on erosionand sedimentation of sea bed at Yangshan Deepwater Harbor. Journal of Yangtze River Scientific Research Institute,2010, 27(12): 5-16. [张志林, 朱巧云, 陈建民等. 崎岖列岛堵汊工程对洋山深水港区冲淤影响分析. 长江科学院院报, 2010, 27(12): 5-16.][11] Zuo S H, Zhang N C, Li B et al. Numerical simulation of tidal current and erosion and sedimentation in the Yangshandeep-water harbor of Shanghai. International Journal of Sediment Research, 2009, 24: 287-298.[12] Ying X M, Ding P X, Wang Z B et al. Morphological impact of the construction of an offshore Yangshan deepwaterharbor in the port of Shanghai, China. Journal of Coastal Research, 2012: 163-173.[13] Speer P E. Tidal distortion in shallow estuaries [D]. Cambridge University, 1984.[14] Speer P E, Aubrey D G. A study of non-linear tidal propagation in shallow inlet/estuary systems (Part 2): Theory.Estuarine, Coastal and Shelf Science, 1985, 21: 207-221.[15] Parker B.B. The relative importance of the various non-linear mechanisms in a wide range of tidal interactions(review)//Parker B B. Tidal Hydrodynamics. New York: John & Sons, 1991: 237-268.[16] Lorentz H A. Calculating the resistance fluctuating of fluid movement. The Engineer, 1922, 37: 695. [Lorentz H A.Het in rekening brengen van den weerstand bij schommelende vloeistofbewegingen. De Ingenieur, 1922, 37: 695.][17] Friedrichs C T, Madsen O. Nonlinear diffusion of the tidal signal in frictionally dominated embayments. Journal ofGeophysical Research, 1992, 97(C4): 5637-5650.[18] Friedrichs C T, Aubrey D G. Tidal propagation in strongly convergent channels. Journal of Geophysical Research,1994, 99(15): 3321-3336.[19] Niels A. Non-linear tides in Wadden systems: Modelling the effect of mass and momentum transfer between channelsand flats [D]. Utrecht University, 2011.[20] Jiang Chengjuan. Effects of the deep waterway project on hydrodynamics, sediment dynamics and morphologicalevolution in the north passage of the Yangtze Estuary [D]. Shanghai: East China Normal University, 2012. [蒋成娟. 长江河口北槽水沙过程和地貌演变对深水航道工程的响应[D]. 上海: 华东师范大学, 2012.][21] Feng Shizuo, Li Fengqi, Li Shaojing. An Introduction to Marine Science. Beijing: Higher Education Press, 1999,195-196. [冯士筰, 李凤岐, 李少菁. 海洋科学导论. 北京: 高等教育出版社, 1999: 195-196.][22] Ying Xiaoming. The effect of construction of Yangshan Deepwater Harbor on morphological change and mechanismanalysis [D]. Shanghai: East China Normal University, 2011. [英晓明. 洋山港建设对海床冲淤演变影响及机制研究[D]. 上海: 华东师范大学, 2011.][23] Jay D A, Smith J D. Residual circulation in shallow estuaries: 2. Weakly stratified and partially mixed, narrowestuaries. Journal of Geophysical Research 1990, 95(C1): 733-748.[24] Huijts K M H, Schuttelaars H M, de Swart H E et al. Lateral entrapment of sediment in tidal estuaries: An idealizedmodel study. Journal of Geophysical Research, 2006, 111, C12016, doi: 10.1029/2006JC003615.[25] Chen Wei, Li Jiufa, Li Zhanhai et al. The suspended sediment transportation and its mechanism in strong tidal reachesof the north branch of the Changjiang Estuary. Acta Oceanologica Sinica, 2012, 34(2): 84-91. [陈炜, 李九发, 李占海等. 长江口北支强潮河道悬沙运动及输移机制. 海洋学报, 2012, 34(2): 84-91.][26] Wang Baocan, Huang Yangsong. Hydrodynamics and Morphological Evolution in Coastal Areas. Shanghai: East ChinaNormal University Press, 1989: 12-14. [王宝灿, 黄仰松. 海岸动力地貌. 上海: 华东师范大学出版社, 1989: 12-14.][27] Souza A J, Hill A E. Tidal dynamics in channels: Single channels, Journal of Geophysical Research, 2006, 111,C09037, doi: 10.1029/2006JC003469.[28] Yin J, Falconer R A, Chen Y et al. Water and sediment movements in harbors. Applied Energy, 2000, 67: 341-352. |
