[1]刘增贤,王元元,蔡 梅.太浦河溢油污染数值模拟及对策措施研究[J].江苏水利,2018,(01):25-31.
 LIU Zengxian,WANG Yuanyuan,CAI Mei.Numerical simulation and countermeasures of spilled oil pollution in Tai Pu River[J].JIANGSU WATER RESOURCES,2018,(01):25-31.
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太浦河溢油污染数值模拟及对策措施研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2018年01期
页码:
25-31
栏目:
生态与环境
出版日期:
2018-02-07

文章信息/Info

Title:
Numerical simulation and countermeasures of spilled oil pollution in Tai Pu River
文章编号:
1007-7839(2018)01-0025-07
作者:
刘增贤王元元蔡 梅
太湖流域管理局水利发展研究中心,上海 200434
Author(s):
LIU ZengxianWANG YuanyuanCAI Mei
Water Conservancy Development Research Center of Taihu Basin Authority,Ministry of Water Resource, Shanghai 200434,Shanghai
关键词:
太浦河二维数值模拟溢油模型MIKE21应急调度
Keywords:
Tai Pu Rivertwo dimensional numerical simulationoil spill modelMIKE21emergency dispatch
分类号:
X522
文献标志码:
B
摘要:
太浦河是太湖流域的重要供水通道,也是上海市金泽水库的取水水源,太浦河发生溢油污染事件将对上海市供水安全产生重大影响。本文利用MIKE21 平台构建太浦河二维溢油数值模型,模拟了太浦河发生突发溢油事件后油性物质的输移过程,分析了不同应急调水方案下,事件对金泽水库取水口的影响。结果表明太浦闸下泄量对于溢油污染团在河道中迁移起主要作用,并提出了合理的应急调度方案及应对措施。该研究可为应对太浦河溢油污染、保障上海市供水安全提供决策依据。
Abstract:
Tai Pu River is an important water supply channel in Taihu Rive r Basin, and also a water intake source of Jinze reservoir in Shanghai City. The oil spill in Tai Pu River will have a major impact on the water supply security in Shanghai. The two dimensional oil spill numerical model of Taipu River was built using the MIKE21 platform in this paper. The transport of oily substance after sudden oil spill in Tai Pu River was simulated. The effects of different emergency water diversion programs on the intake of Jinze Reservoir were analyzed as well. The results showed that the discharge amount of Tai Pu Sluice played a major role in the migration of oil spill pollution in the river. A reasonable emergency schedule and countermeasures were proposed. The study could provide a basis for policy-making on the oil spill pollution and the safety of water supply in Shanghai.

参考文献/References:

[1] 袁群.浅析长江航运油污染现状、原因及其对策[J].水运管理,2004(5):22-24.
[2] 徐祖信,尹海龙.黄浦江干流二维水动力实时数学模型研究[J].水动力学研究与进展A 辑,2003(3):372-378.
[3] 姜卫星.黄浦江溢油事故的数值模拟研究[D].上海:同济大学,2007.
[4] 许婷.丹麦. MIKE21 模型概述及应用实例[J].水利科技与经济,2010,16(8):867-869.
[5] 赵如箱.浅谈溢油模型的发展及其应用设想[J].交通环保,2000(4):15-17.
[6] 殷健,陈志铮,梁珊珊.长江口区域溢油事故对青草沙水源地影响的数值模拟[J].净水技术,2014,33(4):41-48.
[7] 马晓雪,杨军,毛媛媛,等.平原河网区突发性水污染事件应急调水数值模拟分析[J].中国农村水利水电,2015(4):47-49.
[8] 吴兆春.潮汐河道溢油扩展漂移的数值模拟[D].上海:上海大学,2009.
[9] 匡翠萍,邢飞,刘曙光,等.黄浦江突发水污染事件应急措施数值计算分析[J].人民长江,2010,41(7):43-47.
[10] 黄成,赵利平,肖剑.广西近海溢油扩散数值模拟[J].河道港口,2013,34(2):174-179.

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备注/Memo

备注/Memo:
收稿日期:2017-08-22
作者简介:刘增贤(1992-),男,硕士,工程师,主要从事水利科研及水利模型研发工作。
更新日期/Last Update: 2018-01-15