1. 浙江工业大学 设计与建筑学院,浙江,杭州,310023
2. 嘉兴规划设计研究院,浙江,嘉兴,314000
纸质出版:2020
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陈前虎, 周明, 邹澄昊, 等. 海绵化改造小区调蓄池优化布局及其雨水径流控制效果——以浙江省嘉兴市烟波苑小区为例[J]. 水土保持通报, 2020,40(3):235-242.
Chen Qianhu, Zhou Ming, Zou Chenghao, et al. Optimizing Layout of Storage Pool in Sponging-transformation Estate and Its Effects on Runoff Control of Rain Water -Taking Yanboyuan Estate of Jiaxing City, Zhejiang Province as an Example[J]. Bulletin of Soiland Water Conservation, 2020, 40(3): 235-242.
陈前虎, 周明, 邹澄昊, 等. 海绵化改造小区调蓄池优化布局及其雨水径流控制效果——以浙江省嘉兴市烟波苑小区为例[J]. 水土保持通报, 2020,40(3):235-242. DOI: 10.13961/j.cnki.stbctb.2020.03.034.
Chen Qianhu, Zhou Ming, Zou Chenghao, et al. Optimizing Layout of Storage Pool in Sponging-transformation Estate and Its Effects on Runoff Control of Rain Water -Taking Yanboyuan Estate of Jiaxing City, Zhejiang Province as an Example[J]. Bulletin of Soiland Water Conservation, 2020, 40(3): 235-242. DOI: 10.13961/j.cnki.stbctb.2020.03.034.
[目的
]
在海绵城市建设背景下,从建筑小区尺度探究调蓄池布局对雨水径流的控制和利用,为平原河网区域城市旧城海绵化改造,增强排水防涝能力,提高雨水利用效率提供技术依据。[方法
]
以浙江省嘉兴市典型老旧小区烟波苑海绵化改造工程为例,基于暴雨管理模型(SWMM)软件建立排水系统数学模型,通过分析研究区不同降雨重现期和积水节点之间关系,探究最佳的积水节点控制数目;在此基础上,输入设计雨水控制条件探索调蓄池合理布局方案。[结果
]
①在5~15 a重现期内,研究区积水节点数量分布出现稳定期,并于9 a重现期时积水节点控制数量达到最佳;②模拟容积在20~100 m
3
之间的调蓄池比例达84%,达到实际建设标准;③采用合适的“低影响开发(LID)+调蓄池”方案后,研究区雨水径流控制效果提升明显,其中径流峰值削减率达40%以上,外排径流系数降低0.2左右,杂用水供给率最高可达146.3%。[结论
]
老旧城区在进行海绵化改造时,应当重视调蓄池的合理布局与利用,以构建灰绿结合的径流控制系统,实现高效的雨水管理。
[Objective] Under the background of sponge city construction
building estates were studied to explore the control and utilization of the layout of a storage pool for rainwater runoff. The purpose was to provide technical guidance for the reconstruction of the old city sponge in the plain river network area
enhance the drainage and waterlogging prevention capacity
and improve the efficiency of rainwater utilization.[Methods] Taking the typical old estate of the Yanboyuan sponge reconstruction project in Jiaxing City as a case
a mathematical model of the drainage system was established based on storm water management model software. The optimal control water node was calculated by analyzing the relationship between the different rainfall recurrence periods and the water accumulation node in the study area. On this basis
the design rainwater control conditions were inputted
and the reasonable layout of the storage pool was explored.[Results] ① During the 5-15 years recurrence period
the distribution of the number of ponding nodes in the study area appeared to be in a stable period
and it reached the optimal level in the 9 years recurrence period. ② The ratio of the simulated volume to the storage pool between 20 and 100 m3 was 84%
and it had practical construction value. ③ After the suitable "low impact development plus storage pool" scheme was adopted
the effect of runoff control in the study area was evidently improved. The runoff peak reduction rate was more than 40%
and the coefficient of outflow runoff decreased by approximately 0.2. The miscellaneous water supply ratio was as much as 146.3%.[Conclusion] In the old urban areas in sponge transformation construction
we should pay attention to the rational layout and utilization of the storage pool to construct the runoff control system
combined with gray infrastructure and forestation
to attain efficient rainwater management.
王健,周玉文,刘嘉,等.雨水调蓄池在国内外应用简况[J].北京水务,2010(3):6-9.
张俊.西安市建筑和小区雨水利用研究[D].西安:西安建筑科技大学,2013.
张勤,陈思飖,蔡松柏,等.LID措施与雨水调蓄池联合运行的模拟研究[J].中国给水排水,2018,34(9):134-138.
Oxley R L, Mays L W. Optimization-simulation model for detention basin system design [J]. Water Resources Management,2014,28(4):1157-1171.
Heier T, Starrett S. Using SWMM to model sediment runoff from a golf course [C]//World Water and Environmental Resources Congress 2003, Philadelphia, Pennsylvania, USA. Reston, VA, USA: American Society of Civil Engineers, 2003.
Hong Yaoming, Yeh N, Chen J. The simplified methods of evaluating detention storage volume for small catchment [J]. Ecological Engineering, 2006,26(4):355-364.
李尔,曾祥英.连续时序降雨量法在雨水调蓄池设计中的应用[J]. 中国给水排水,2013,29(1):56-58,63.
俞珏瑾.雨水调蓄池容积的简易计算方法探讨[J].城市道桥与防洪,2011(9):97-102,323.
罗俊军,李建平.龙滩水电站尾水调压室形式选择[J].水力发电,2004,30(6):9-12.
高学平,李昌良,李兰秀,等.水电站尾水管水击与尾水调压室涌波联合计算[J].天津大学学报(自然科学与工程技术版),2005,38(4):333-337.
李彦伟,尤学一,季民,等.基于SWMM模型的雨水管网优化[J].中国给水排水,2010,26(23):40-43.
中华人民共和国中央人民政府网.国家气象局颁布的降水强度等级划分标准[S/OL].[2008-10-07](2020-02-04) http://www.gov.cn/ztzl/2008tffy/content_1113935.htm.
王文亮,李俊奇,车伍,等.雨水径流总量控制目标确定与落地的若干问题探讨[J].给水排水,2016,42(10):61-69.
徐得潜,余育速,汪维伟.建筑小区雨水利用优化设计[J].中国给水排水,2017,33(1):131-135.
汪明明,孙远祥,马雄飞.基于SWMM和层次分析法的调蓄池预选址方案选择[J].水资源与水工程学报,2017,28(1):120-124,129.
程岩,汤永佐,马然.曲线拟合在土壤有机质检测中的应用[J].山东科学,2011,24(4):89-92.
邓风,陈卫.南京市居住区雨水利用方案探讨[J].中国给水排水,2003,19(5):95-97.
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