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黄浦江越江隧道深槽管段抬高对邻近水域的影响
引用本文:郑金海,王义刚,诸裕良,茅丽华. 黄浦江越江隧道深槽管段抬高对邻近水域的影响[J]. 水利水运工程学报, 2000, 0(4): 9-14
作者姓名:郑金海  王义刚  诸裕良  茅丽华
作者单位:河海大学,港口航道及海岸工程学院,江苏,南京,210098
摘    要:应用所建立的黄浦江二、三维水流数学模型计算了黄浦江越江隧道深槽管段的抬高对邻近水域的影响 ,分析了工程实施后和施工过程中工程区附近水位、流场变化情况 .计算结果表明 ,工程实施后和施工过程中对防洪、船舶航行安全并无明显影响 .

关 键 词:流场  防洪  船舶航行安全  越江隧道  数学模型  黄浦江

Effect of submarine tunnel under the Huangpu River on adjacent water area
ZHENG Jin-hai,WANG Yi-gang,ZHU Yu-liang,MAO Li-hua. Effect of submarine tunnel under the Huangpu River on adjacent water area[J]. Hydro-Science and Engineering, 2000, 0(4): 9-14
Authors:ZHENG Jin-hai  WANG Yi-gang  ZHU Yu-liang  MAO Li-hua
Abstract:The mathematical models of the east china sea, the Yangtze River Estuary and the Huangpu River are established. On the basis of the calibration and validation of these models, the effect of the submarine tunnel under the Huangpu River is studied numerically, and the changes of the water level and the velocity field within the adjacent water area are analyzed. Results show that raising the pipeline segment in the deep pool has little influence on the flood control installations and on the boat sailing safety both after the completion of the submarine tunnel and at the construction stage. The influence sphere of the change of the velocity lies from the point 300m upstream to the point 400m downstream of the project axis.
Keywords:velocity field  flood control  boat sailing safety  submarine tunnel  mathematical model  Huangpu River
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