北方地区前置库规模确定方法的研究—以洋河水库流域为例

陈平 傅长锋 及晓光 于京要

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中国农村水利水电 ›› 2018 ›› (3) : 37-39.
水环境与水生态

北方地区前置库规模确定方法的研究—以洋河水库流域为例

  • 陈平12 傅长锋2 及晓光2 于京要2
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Research on the Determining Method of the Scale of Pre-reservoir in the North ———Taking Yanghe Reservoir Watershed for Example

  • CHEN Ping1,2 ,FU Chang-feng2 ,JI Xiao-guang2 ,YU Jing-yao2
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稿件信息 +

摘要

前置库技术作为一种生态污水净化处理工艺,可以有效地限制和减少污染物质进入水库。本文提出依据流域年内携污能力最大的第一场洪水量来确定前置库容积的规模,并以洋河水库流域为例,选取2012年洋河水库入库头场洪水过程线作为典型,计算了水库4条主要支流入河口处前置库的容积。结果得出:东洋河、西洋河、迷雾河和麻河的前置库容积分别为169万m3、144万m3、34万m3和29万m3。结果表明采用3年一遇头场雨洪量作为确定洋河水库各支流前置库库容的规模,可较为合理地发挥前置库的作用。

Abstract

As a kind of ecological treatment process for sewage purification,pre -reservoir technology can effectively restrict and reduce pollutants into reservoir. This paper uses the experience at home and abroad for reference,proposes a determination technique of the scale of pre-reservoir volume,and Yanghe Reservoir watershed as an example,the flood process line of the first flood for reservoir inflow in 2012 as a typical example,calculates the pre -reservoir volume of the four tributaries estuary. Results show that the pre -reservoir volume of Dongyanghe,Xiyanghe,Miwuhe and Mahe are 169×104 m3 ,144×104 m3 ,34×104 m3 and 29×104 m3 respectively. The results show that the actual head rain of once every three years for the principle to determine the scale of the pre-reservoir for each tributary of Yanghe Reservoir watershed

关键词

前置库 / 头场洪水 / 洋河水库流域

Key words

pre-reservoir / the first flood / Yanghe Reservoir watershed

基金

博士后科研择优资助项目( B2016005007) 。

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导出引用
陈平 傅长锋 及晓光 于京要. 北方地区前置库规模确定方法的研究—以洋河水库流域为例[J].中国农村水利水电, 2018(3): 37-39
CHEN Ping , FU Chang-feng, JI Xiao-guang , YU Jing-yao. Research on the Determining Method of the Scale of Pre-reservoir in the North ———Taking Yanghe Reservoir Watershed for Example[J].China Rural Water and Hydropower, 2018(3): 37-39

参考文献

[1]王超, 王沛芳, 侯俊, 等.流域水资源保护和水质改善理论与技术[M].中国水利水电出版社, 2011.
[2]杨林章, 冯彦房, 施卫明, 等.我国农业面源污染治理技术研究进展[J].中国生态农业学报, 2013, 21(1):96-101
[3]Zhang Y F, Tao C Y, Huang Y.Study on control counter measures of agricultural non-point source pollution in lakeside belt of poyanglake[J].Meteorological and Environmental Research, 2011, 2(7):62-65
[4]马广文, 王圣瑞, 王业耀, 等.潘阳湖流域面源污染负荷模拟与氮和磷时空分布特征[J].环境科学学报, 2015, 35(5):1285-1291
[5]Klaus Putz, JurgenBenndorf.The importance of pre-reservoirs for the control of eutrophication of reservoirs[J].Water Science and Technology, 1998, 37(2):317-324
[6]陈志笃, 王立志.复合前置库技术对水体净化效果[J]. [J].生态环境学报, 2013, 22(9):1588-1593
[7]徐祖信, 叶建锋.前置库技术在水库水源地面源污染控制中的应用[J].长江流域资源与环境, 2005, 14(6):792-795
[8]张毅敏, 张永春, 左玉辉.前置库技术在太湖流域面源污染控制中的应用探讨[J].环境污染与防治, 2003, 25(6):342-344
[9]Klaus Putz, JurgenBenndorf.The importance of pre-reservoirs for the control of eutrophication of reservoirs[J].Water Science and Technology, 1998, 37(2):317-324
[10]赵双双.前置库及半透水坝的结构设计研究[D]..华南理工大学, 2011, :-
[11]薛英文, 文倩倩.初期雨水截留池容积计算理论研究[J]. [J].中国农村水利水电, 2009, (7):36-38
[12]傅长锋, 陈平, 及晓光等.一种前置库容积的确定方法及确定系统[P].中国, CN106874625A. 2017-06-20.
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