Storm-water Infiltration Trenches Design and Management in Sponge Urban

XU Su-rong, ZHOU Ke

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China Rural Water and Hydropower ›› 2018 ›› (4) : 174-177.

Storm-water Infiltration Trenches Design and Management in Sponge Urban

  • XU Su-rong1 ,ZHOU Ke2
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Abstract

With the development of urbanization,the permeable soil surface area through which recharge by infiltration can occur is decreasing. This results in much less ground-water recharge and greatly increased surface run-off. Infiltration devices,which redirect run-off waters from the surface to the sub-surface environments,are commonly adopted to mitigate the negative hydrologic effects associated with urbanization. Therefore,the theoretical model of infiltration trenches is set up,and the forms of multi-functional integration and numerical computation methods for trenches are put forward. Secondly,taking Hebi City situated in Henan Province and national sponge urban construction experiment plot as an example,the design of trapezoidal and rectangular section of infiltration trenches,and the relevant parameters are considered. It is proved by practice that the present findings play an important role in the development of infiltration rate method,recharge for ground water calculation,drainage time determination,storm water management and solution of the best management practices.

Key words

sponge urbanization / infiltration trench / storm water / infiltration recharge / best management practice

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XU Su-rong, ZHOU Ke. Storm-water Infiltration Trenches Design and Management in Sponge Urban. China Rural Water and Hydropower. 2018, 0(4): 174-177

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参考文献
[1] 国务院办公厅.关于推进海绵城市建设的指导意见(国办发[2015]75号) [A].2015.
[2]中华人民共和国国务院.《关于深入推进新型城镇化建设的若干意见(国发〔2016〕8号)》[A].2016.
[3]住房与城乡建设部.《海绵城市建设指南: 低影响开发系统(试行) 》[S].2014.
[4]水利部办公厅.水利部关于推进海绵城市建设水利工作的指导意见(水资源[2013]1号) [A].2013.
[5] 鹤壁市住房和城乡建设局. 鹤壁市海绵城市建设专项规划(新城区)[R]. 2015 年5月.
[6]北京市水利规划设计研究院.北京奥林匹克公园水系及雨洪利用系统研究、设计与示范[M].北京:中国水利水电出版社,2009:91-121.
[7] 董淑秋韩志刚.基于“生态海绵城市”构建的雨水利用规划研究[J].城市发展研究,2011,18(12):37-41.
[8]王建龙,车伍,易红星.基于低影响开发的雨水管理模型研究及进展[J].中国给水排水,2010,26(18).
[9]张善峰,宋绍杭.绿色屋顶—建筑屋顶雨水管理的景观学方法[J].装饰,2011,09(221):112-113.
[10]周晓兵.城市景观规划设计中的雨水控制利用研究[D].北京建筑工程学院,2008.
[11]Martin, C., Ruperd, Y., and Legret, M. (2007). “Urban storm water drainage management: The development of a multicriteria decision aid approach for best management practices.” Eur. J. Oper. Res., 181(1), 338–349.
[12].Barrett, M. E. (2008). “Comparison of BMP performance using the international BMP database.” J. Irrig. Drain. Eng., 134(5), 556–561.
[13].Barber, M. E., King, S. G., Yonge, D. R., and Hathhorn, W. E. (2003). “Ecology ditch: A best mangement practice for storm water runoff mitigation.” J. Hydrol. Eng., 8(3), 111–122.
[14]Abida, H., and Sabourin, J. F. (2006). “Grass swale-perforated pipe systems for stormwater management.” J. Irrig. Drain. Eng., 132(1), 55–63.
[15] Akan, A. O. (2002a). “Modified rational method for sizing infiltration structures.” Can. J. Civ. Eng., 29(4), 539–542.
[16] deSouza, V. C. B., Goldenfum, J. A., and Barraud, S. (2002). “An experimental and numerical study of infiltration trenches in urban runoff control.” Proc., 9th Int. Conf. Urban Drainage-Global Solutions for Urban Drainage, ASCE, New York.
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