土木工程 |
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长江分汊河口水力几何形态 |
孙志林, 杨仲韬, 高运, 许丹, 胡世祥 |
浙江大学 港口海岸与近海工程研究所,浙江 杭州 310058 |
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Hydraulic geometry of branching channels in Yangtze estuary |
SUN Zhi-lin, YANG Zhong-tao, GAO Yun, XU Dan, HU Shi-xiang |
Institute of Port, Coastal and Offshore Engineering, Zhejiang University, Hangzhou 310058, China |
引用本文:
孙志林, 杨仲韬, 高运, 许丹, 胡世祥. 长江分汊河口水力几何形态[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.12.023.
SUN Zhi-lin, YANG Zhong-tao, GAO Yun, XU Dan, HU Shi-xiang. Hydraulic geometry of branching channels in Yangtze estuary. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.12.023.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.12.023
或
http://www.zjujournals.com/eng/CN/Y2014/V48/I12/2266
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[1] 孙志林,金元欢.分汊河口的形成机理[J].水科学进展,1996, 7(2): 144-150.
SUN Zhi-lin, JIN Yuan-huan. Mechanism of formation of an anabranched estuary [J]. Advances in Water Science, 1996, 7(2): 144-150.
[2] 金镠,虞志英,何青. 深水航道的河势控制和航道回淤问题[J]. 中国港湾建设, 2012(01): 18.
JIN Liu, YU Zhi-ying, HE Qing. Study on river regime control and siltiation in deepwater channel. [J]. China Harbor Engineering, 2012(01): 18.
[3] 刘杰.长江口深水航道河床演变与航道回淤研究[D].上海:华东师范大学,2010.
LIU Jie. Study on morphological evolution and si1tation in deep waterway due to channel re-construction in the North Passage, Yangtze estuary[D].Shanghai: East China Normal University, 2010.
[4] 严以新,高进,宋志尧,等. 长江口九段沙分流计算模式及工程应用[J]. 水利学报,2001,04: 79-84.
YAN Yi-xin, GAO Jin, SONG Zhi-yao, et al. Calculation method for stream passing around the Jiuduan sandbank in the river mouth of Yangtze River. [J]. Journal of Hydraulic Engineering, 2001(04): 79-84.
[5] 窦国仁. 平原冲积河流及潮汐河口的河床形态[J]. 水利学报,1964(02): 113.
DOU Guo-ren. Riverbed form of plain alluvial river and tidal estuary [J]. Journal of Hydraulic Engineering, 1964(02): 113.
[6] SASSI M G, HOITINK A J F, de BRYE B, et al. Downstream hydraulic geometry of a tidally influenced river delta[J]. Journal of Geophysical Research: Earth Surface, 2012, 117(F4).
[7] NIELD J M, WALKER D J, LAMBERT M F. Two-dimensional equilibrium morphological modelling of a tidal inlet: an entropy based approach[J]. Ocean Dynamics, 2005, 55: 549-558.
[8] 孙志林,夏珊珊,朱晓,等.河口时变水流挟沙能力公式[J].清华大学学报:自然科学版,2010,50(3):383-386.
SUN Zhi-lin, XIA Shan-shan, ZHU Xiao, et al. Formula of time-dependent sediment transport capacity in estuaries\[J\]. Journal of Tsinghua University: Science and Technology, 2010, 50(03): 383386.
[9] 谢鉴衡. 河床演变及整治[M].2版.北京:中国水利水电出版社,1996: 26-27. |
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