[1]吴静,洪佳,李斌.小砾山引水枢纽钱塘江河段含沙量分布的数值模拟分析[J].浙江水利科技,2015,(02):006-9.[doi:10.13641/j.cnki.33-1162/tv.2015.02.003]
 WU Jing,HONG Jia,LI Bin.The Numerical Simulation Analysis of Qiantang River Section Sediment Concentration Distribution in Xiaoli Hill Water Diversion Project[J].Zhejiang Hydrotechnics,2015,(02):006-9.[doi:10.13641/j.cnki.33-1162/tv.2015.02.003]
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小砾山引水枢纽钱塘江河段含沙量分布的数值模拟分析
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《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2015年02期
页码:
006-9
栏目:
出版日期:
2015-03-25

文章信息/Info

Title:
The Numerical Simulation Analysis of Qiantang River Section Sediment Concentration Distribution in Xiaoli Hill Water Diversion Project
作者:
吴静 洪佳 李斌
浙江省水利科技推广与发展中心, 浙江 杭州 310012
Author(s):
WU Jing HONG Jia LI Bin
Water Science and Technology Promotion and Development Centerof Zhejiang Province, Hangzhou 310012, Zhengjiang, China
关键词:
钱塘江含沙量分布特征数值模拟
Keywords:
Qiantang riversediment concentrationdistribution characteristicsnumerical simulation
分类号:
P332.5
DOI:
10.13641/j.cnki.33-1162/tv.2015.02.003
摘要:
根据萧山引水工程附近钱塘江河段的泥沙资料,采用水流泥沙数学模型,模拟引水工程河段近域的流场和泥沙场,进而分析引水口附近水域含沙量的分布特征,得出引水工程所在钱塘江河段典型断面潮位、流速及含沙量的关系,为解决从钱塘江引水后萧山区内河河道泥沙淤积问题提供了技术参考.
Abstract:
According to the sediment data of Qiantang river segment, which is nearby the Xiaoshan water diversion project, this essay uses flow and sediment mathematical model to simulate the flow field and sediment field of the water diversion project nearby this domain, and analyzes the sediment concentration distribution characteristics of the waters near irrigating gate, thus getting the relationship among tidemark, flow velocity and sediment concentration of the Qiantang river typical section about the water diversion project. This essay provides technical reference for solving Xiaoshan district river channel silting problem after getting waters from Qiantang river.

参考文献/References:

[1] 李义天, 赵明登, 曹志芳.河道平面二维水沙数学模型[M].北京: 中国水利水电出版社, 2001: 89-101.
[2] 方红卫, 王光谦.平面二维全沙泥沙输移数学模型及其应用[J].应用基础与工程学学报, 2000(2): 162-172.
[3] 潘存鸿, 曾剑, 唐子文, 等.钱塘江河口泥沙特性及河床冲淤研究[J].水利水运工程学报, 2013(2): 1-7.
[4] 潘存鸿, 鲁海燕, 曾剑, 等.考虑涌潮作用的钱塘江二维泥沙输移数值模拟[J].水利学报, 2011(7): 798-804.
[5] 林炳荣, 黄世昌, 毛献忠, 等.钱塘江河口潮波变化过程[J].水动力学研究与进展, 2002(6): 666-672.
[6] 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(4): 109-116.

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备注/Memo

备注/Memo:
收稿日期:2014-8-27;改回日期:。
基金项目:浙江省科技计划项目(RB1209).
作者简介:吴静(1989-), 女, 科员, 硕士, 主要从事水资源与水利信息化管理与研究.
更新日期/Last Update: 1900-01-01