天津大学环境科学与工程学院,天津,300072
纸质出版:2015
移动端阅览
龚克娜, 王江海, 赵新华. 不同绿化屋面对雨水调蓄能力的影响[J]. 水土保持通报, 2015,35(1):356-360.
GONG Kena, WANG Jianghai, ZHAO Xinhua. Effects of Different Green Roof on Rainwater Retention and Reduction Capacity[J]. Bulletin of Soiland Water Conservation, 2015, 35(1): 356-360.
龚克娜, 王江海, 赵新华. 不同绿化屋面对雨水调蓄能力的影响[J]. 水土保持通报, 2015,35(1):356-360. DOI: 10.13961/j.cnki.stbctb.2015.01.064.
GONG Kena, WANG Jianghai, ZHAO Xinhua. Effects of Different Green Roof on Rainwater Retention and Reduction Capacity[J]. Bulletin of Soiland Water Conservation, 2015, 35(1): 356-360. DOI: 10.13961/j.cnki.stbctb.2015.01.064.
[目的] 为了分析不同基质层厚度的绿化屋面对雨水的调蓄作用。[方法] 通过搭建绿化屋面装置
采用人工降雨模拟器开展试验
在不同基质层厚度和降雨条件下
对绿化屋面的降雨-径流过程、持蓄雨水和减滞洪峰能力进行了研究。[结果] 基质层厚度在一定的范围内时
绿化屋面出水的洪峰过程具有很高的相似性;绿化屋面基质层厚度与降雨持蓄率呈指数函数的关系;洪峰削减率与降雨强度无明显关系
主要由基质层厚度决定。[结论] 绿化屋面能在一定程度上降低雨水的径流峰值
减少总的径流量
延缓产流时间
且随着基质层厚度的增加
绿化屋面对雨水的调蓄能力越好。
[Objective] To analyze the capacity of green roofs with different substrate layer thickness to hold rainwater and reduce the runoff.[Methods] A series of green roof assemblies were constructed
and artificial rainfall experiments were carried out. Under the different condition of substrate layer thickness and simulated rainfall intensities
rainfall-runoff process and rainwater retention and reduction capacity were studied.[Results] There is a relationship between runoff processes of green roofs and different substrate layer thickness; The thickness of substrate layer of green roofs has exponent relation with rainwater retention rate; Rainwater reduction rate has no obvious relation to rainfall intensity
and it mainly depend on the substrate layer thickness.[Conclusion] Green roof can reasonably reduce the peak flow
total volume of runoff and delay the runoff generation
and the capacity increased with the increase of substrate layer thickness.
唐莉华,倪广恒,刘茂峰,等.绿化屋顶的产流规律及雨水滞蓄效果模拟研究[J].水文,2012,31(4):18-22.
孙挺,倪广恒,唐莉华,等.绿化屋顶雨水滞蓄能力试验研究[J].水力发电学报,2012,31(3):44-48.
Villarreal E L, Bengtsson L. Response of a Sedum green-roof to individual rain events[J]. Ecological Engineering, 2005,25(1):1-7.
Bengtsson L, Grahn L, Olsson J. Hydrological function of a thin extensive green roof in Southern Sweden[J]. Nordic Hydrology, 2005,36(3):259-268.
Bengtsson L. Peak flows from thin sedum-moss roof[J]. Nordic Hydrology, 2005,36(3):269-280.
Carter T L, Rasmussen T C. Hydrologic behavi;or of vegetated roofs[J].Journal of the American Water Resources Association, 2006,42(5):1261-1274.
Mentens J, Raes D, Hermy M. Green roofs as a tool for solving the rainwater runoff problem in the urbanized 21st Century[J]. Landscape and Urban Planning, 2006,77(3):217-226.
Bliss D J, Neufeld R D, Ries R J. Storm water runoff mitigation using a green roof[J]. Environmental Engineering Science, 2009,26(2):407-418.
Monterusso M A, Rowe D B, Rugh C L, et al. Runoff water quantity and quality from green roof systems[C]//XXVI International Horticultural Congress:Expanding Roles for Horticulture in Improving Human Well-Being and Life Quality, 2004:369-376.
Morgan S, Celik S, Retzlaff W. Green roof storm-water runoff quantity and quality[J]. Journal of Environmental Engineering, 2012,139(4):471-478.
魏艳萍,文仕知,谭一凡,等.重型与轻型屋顶绿化对屋面径流的影响[J].河北林业科技,2011(3):1-2.
李帅杰,程晓陶.福建福州市屋顶绿化及雨水收集对雨洪的调节作用[J].中国防汛抗旱,2012,22(2):16-20.
Czemiel Berndtsson J. Green roof performance towards management of runoff water quantity and quality:A review[J]. Ecological Engineering, 2010,36(4):351-360.
0
浏览量
1432
下载量
4
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621