[1]张 丽.混凝土挡水堰设计的探究[J].江苏水利,2017,(02):25-27,31.
ZHANG Li.Research on design of concrete water retaining weir[J].JIANGSU WATER RESOURCES,2017,(02):25-27,31.
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混凝土挡水堰设计的探究()
《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]
- 卷:
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- 期数:
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2017年02期
- 页码:
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25-27,31
- 栏目:
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规划与设计
- 出版日期:
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2017-02-15
文章信息/Info
- Title:
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Research on design of concrete water retaining weir
- 文章编号:
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1007-7839(2017)02-0025-03
- 作者:
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张 丽
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大连市水利规划设计院,辽宁 大连 116021
- Author(s):
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ZHANG Li
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Dalian Water Resources Planning and Design Institute,Dalian 116021,Liaoning
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- 关键词:
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洪水调节; 挡水堰; 抗滑稳定
- Keywords:
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flood regulation; water retaining weir; anti-slide stability
- 分类号:
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TV642
- 文献标志码:
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B
- 摘要:
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根据大连金普新区樱桃园区的灌溉要求,需要建一座混凝土挡水堰,提高水源的蓄水能力,增加兴利库容,同时形成水面,改善水域生态。本文介绍了洪水调节计算,确定挡水堰防洪特征水位,且通过挡水堰的抗滑稳定计算和堰基应力计算,提供结构安全方面的计算依据,为类似的工程提供设计思路和借鉴。
- Abstract:
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The irrigation requirements of the Cherry Park in Dalian Jinpu new district need to build a concrete barrier weir for increasing water storage capacity and improving the ecology of water area.The calculation of flood regulation is introduced in this paper.The characteristic water stage of water retaining weir for flood control is determined.Through the calculation of anti-slide stability and dam foundation stress,calculation basis for structural safety is provided.Design ideas and refer ences for similar projects are provided.
参考文献/References:
[1]SL 191 - 2008,水工混凝土结构设计规范[S].
[2]李晶,贾金生,等.关于混凝土重力坝断面设计的探讨[J].水利水电技术,2013(7):34-38.
[3]SL253-2000,溢洪道设计规范[S].
[4]张宝香,丁守业,杨刚.提高重力坝深层抗滑稳定可靠度的措施[J].水利规划与设计,2014(6):83-85.
[5]SL319-2005,混凝土重力坝设计规范[S].
[6]杨清平,李俊杰.重力坝坝踵应力控制标准的研究[J].东北水利水电,2011(11):41-43.
备注/Memo
- 备注/Memo:
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作者简介:张丽(1974-),女,高级工程师,主要从事水利设计工作。
更新日期/Last Update:
2017-02-15