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吴淞口至张华浜河段航道改善方案的初步研究
引用本文:郑金海,魏有兴.吴淞口至张华浜河段航道改善方案的初步研究[J].河海大学学报(自然科学版),2002,30(3):89-92.
作者姓名:郑金海  魏有兴
作者单位:河海大学交通与海洋工程学院,江苏,南京,210098
摘    要:通过分析水文、地质特征和弯道形态,探讨了黄浦江吴淞口至张华泊河段的河势演变规律及深槽形成机理。应用黄浦江三维水流数学模型,计算和评价了不同水文组合条件下,该河段航道改善方案实施后对周围水域的流态、船舶航行及码头运营的影响,分析了航道改善方案的技术可行性。

关 键 词:航道  整治工程  潜坝  河势演变
文章编号:1000-1980(2002)03-0089-04
修稿时间:2001年12月4日

Channel Improvement for Wusongkou-Zhanghuabang River Section
ZHENG Jin hai,WEI You xing.Channel Improvement for Wusongkou-Zhanghuabang River Section[J].Journal of Hohai University (Natural Sciences ),2002,30(3):89-92.
Authors:ZHENG Jin hai  WEI You xing
Abstract:A discussion is made on the evolution of river regime and the mechanism of deep channel formation of the Wusongkou Zhanghuabang section of the Huangpujiang River based on the analysis of hydrologic and geologic characteristics and river bend features. The influences of the channel improvement scheme on the flow regime of adjacent water areas, the navigation conditions and harbor operation are evaluated for different hydrological conditions by use of a 3 D numerical model of tidal flow. In addition, the technological feasibility of the channel improvement scheme is analyzed.
Keywords:channel  regulation works  submerged jetty
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