[1]金建峰,钱学诚,张玉伦,等.基于二维涌潮数值模拟的钱塘江九溪涌潮保护方案研究[J].浙江水利科技,2019,(06):012-17.[doi:10.13641/j.cnki.33-1162/tv.2019.06.003]
 JIN Jian-feng,QIAN Xue-cheng,ZHANG Yu-lun,et al.Research on Protecting Tidal Bore in the Jiuxi reach of Qiantang River Based on 2D Numerical Simulation of Tidal Bore[J].Zhejiang Hydrotechnics,2019,(06):012-17.[doi:10.13641/j.cnki.33-1162/tv.2019.06.003]
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基于二维涌潮数值模拟的钱塘江九溪涌潮保护方案研究
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《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2019年06期
页码:
012-17
栏目:
出版日期:
2019-11-25

文章信息/Info

Title:
Research on Protecting Tidal Bore in the Jiuxi reach of Qiantang River Based on 2D Numerical Simulation of Tidal Bore
作者:
金建峰1 钱学诚2 张玉伦1 黄姿菡3
1 杭州市闲林水库管理处, 浙江 杭州 311122;
2 杭州市河道管理总站, 浙江 杭州 310014;
3 浙江省水利河口研究院, 浙江 杭州 310020
Author(s):
JIN Jian-feng1 QIAN Xue-cheng2 ZHANG Yu-lun1 HUANG Zi-han3
1 Hangzhou Xianlin Reservoir Management Office, Hangzhou 311122, Zhejiang, China;
2 Hangzhou River Management Station, Hangzhou 310014, Zhejiang, China;
3 Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, Zhejiang, China
关键词:
钱塘江涌潮二维数值模拟涌潮保护
Keywords:
Qiantang Rivertidal bore2D numerical simulationtidal bore protection
分类号:
TV131.4
DOI:
10.13641/j.cnki.33-1162/tv.2019.06.003
摘要:
城西南排通道工程规划出口位于钱塘江九溪一带,工程的建设将使该处形成涌潮景观的地形条件发生改变。基于保护钱塘江涌潮景观的考虑,研究通过优化出口工程布置,提出3个就近保护涌潮的方案。通过采用基于Boltzmann方程、KFVS(kinetic flux vector splitting)格式建立的平面二维涌潮数学模型,在实测水文资料验证的基础上,计算涌潮保护方案实施前后的流场及涌潮传播特性,创新性地从构筑物近区涌潮高度、涌高明显的岸线长度和涌高明显的区域面积等3个指标综合评判涌潮效果。研究结果表明,通过采取工程措施,合理优化工程布局,可较好保护九溪涌潮景观。
Abstract:
The planning exit of Chengxi Drainage Channel Project will be located in Jiuxi reach of Qiantang River. The construction of the project will change the topographic conditions of the tidal bore landscape. For protecting the tidal bore landscape, three schemes are proposed in this study by optimizing the layout of project exit. On the basis of measured and verified hydrological data, by using 2D numerical model of tidal bore based on the application of Boltzmann equation and KFVS(kinetic flux vector splitting) format, schemes for protecting tidal bore work out the flow field before and after the project and the characteristics of tidal bore propagation. The scheme innovatively makes a comprehensive evaluation of the protecting effect of tidal bore based on three factors which are the height of tidal bore near the structures, the length of coastline and the region area with obvious surge height. It is found that by taking project measures and optimizing project layout, it can better protect the tidal bore landscape in the Jiuxi reach of the Qiantang River.

参考文献/References:

[1] 潘存鸿,林炳尧.钱塘江涌潮研究进展[C]//左其华,窦希平.第十四届中国海洋(岸)工程学术讨论会论文集, 2009:911-916.
[2] 卢祥兴,杨火其,曾剑.钱塘江下游建桥对涌潮景观影响的研究[J].海洋学研究, 2006, 24(1):37-42.
[3] 潘存鸿,林炳尧,毛献忠.钱塘江涌潮二维数值模拟[J].海洋工程, 2007, 25(1):50-56.
[4] 陈来华.钱塘江河口大规模治江围涂后对涌潮高度的影响[J].水科学进展, 2007, 18(3):385-389.
[5] 谢东风,潘存鸿,吴修广.基于FVCOM模式钱塘江河口涌潮三维数值模拟研究[J].海洋工程, 2011, 29(1):47-52.
[6] 许为厚,潘存鸿,林炳尧,等.钱塘江河口涌潮数值模拟方法研究[C]//周连第,邵维文,詹杰民,等.第十六届全国水动力学研讨会文集, 2002:7-16.
[7] 毛献忠,龚春生.钱塘江涌潮影响因素分析[J].水利发电学报,2011, 30(4):109-116.
[8] 韩曾萃,戴泽蘅,李光炳,等.钱塘江河口治理开发[M].北京:中国水利水电出版社, 2003:108-121.
[9] 潘存鸿,徐昆.三角形网格下求解二维浅水方程的KFVS格式[J].水利学报, 2006(7):858-864.
[10] 李志永,吴辉,黄姿菡,等.杭州城西南排通道工程钱塘江九溪岸段优化分析专题研究(最终成果稿)[R].杭州:浙江省水利河口研究院, 2018.
[10] 浙江省水利水电勘测设计院.临安市太湖流域青山湖区综合治理保护规划:水利专项报告[R].杭州:浙江省水利水电勘测设计院, 2013.
[11] 余杭区林业水利局.奉口取水口氨氮超标事件简要回顾[R].杭州:余杭区林业水利局, 2013.
[12] 临安市水利水电局.关于提请调整青山水库正常蓄水位的报告[R].杭州:临安市水利水电局, 2014.
[13] 余杭区林业水利局.关于请求加大青山水库蓄水功能的报告[R].杭州:余杭区林业水利局, 2014.
[14] 浙江省水利厅.大坝安全鉴定报告书[R].杭州:浙江省水利厅, 2014.

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备注/Memo

备注/Memo:
收稿日期:2019-07-30。
基金项目:浙江省水利科技计划项目(RB1801)。
作者简介:金建峰(1975-),男,高级工程师,硕士,主要从事水利工程建设与管理工作。E-mail:80324603@qq.com
更新日期/Last Update: 1900-01-01