期刊文献+

前池雨水花园系统径流水量控制性能试验研究

Experiment on Runoff Volume Control Effects of Front Pond Rain Garden System
下载PDF
导出
摘要 针对现有城市工业区建筑物屋面雨水径流的特点,在原有雨水花园基础上增设蓄存功能,提出了一种前池雨水花园系统,并模拟了降雨量下(降雨条件为重现期0.5、1、2年,降雨历时为30、60、120 min)的径流水量控制试验。结果表明,前池雨水花园系统对径流的削减可达到1/2以上,甚至可全部削减,且蓄水高度、各部分水量分配及流量曲线等均与重现期和降雨历时相关。与常规雨水花园系统进行对比试验发现,前池雨水花园系统的径流总量削减率更高,且其溢流时间点和出流时间点均延迟约34 min,而溢流峰值与出流持续时间却分别缩短了24、40 min。因此,在雨水花园系统中增设前池能显著提高其对雨水的管控能力。 According to the roof rainfall runoff of the existing urban industrial area, the front pond rain garden system was proposed to carried out runoff volume control experiment under the simulating rainfall conditions of rainfall recurrence period of 0.5, 1 and 2 years, and rainfall duration of 30, 60 and 120 minutes. The results show that the runoff can be reduced more than a half or even completely by the front pond rain garden system. The water storage height, water distribution in each part and the flow curves are all related to rainfall recurrence period and duration. Compared with the conventional rain garden system, it is found that the total runoff reduction rate of the front pond rain garden system is higher, and both the overflow and outflow time are delayed by about 34 minutes, while the peak overflow time and outflow state are shortened by 24 minutes and 40 minutes, respectively. Therefore, adding a front pond in a rain garden system can significantly improve its rainwater management and control ability.
作者 王俊岭 梁慧 杨明霞 王华 WANG Jun-ling;LIANG Hui;YANG Ming-xia;WANG Hua(School of Environment and Energy Engineering,Beijing University of Civil Engineering and Architecture,Beijing 100044,China;China Mobile Group Design Institute Co.,Ltd.,Beijing 100080,China;Institute of Architectural Design and Research,Chinese Academy of Sciences,Beijing 100190,China)
出处 《水电能源科学》 北大核心 2022年第3期30-34,共5页 Water Resources and Power
基金 北京自然科学基金项目(8192009) 国家重点研发计划(2018YFC0704904-03)。
关键词 工业区 屋面雨水径流 径流水量控制 前池雨水花园系统 industrial area roof rainfall runoff runoff volume control front pond rain garden system
  • 相关文献

参考文献4

二级参考文献22

  • 1李俊奇,余苹,车伍,邱少强.城市雨水集蓄利用工程规模的优化[J].中国给水排水,2005,21(3):49-52. 被引量:28
  • 2肖玲,局拜莎.西安市水资源供需平衡的趋势预测[J].干旱区研究,2005,22(2):157-161. 被引量:9
  • 3张巨松,张添华,赵雅静,黄维东,张国华.透水路面设计的几个问题[J].北方交通,2007(1):1-4. 被引量:16
  • 4车伍,张炜,李俊奇,孟光辉,汪宏玲.城市雨水径流污染的初期弃流控制[J].中国给水排水,2007,23(6):1-5. 被引量:93
  • 5Auckland Regional Council. Technical Publication 10: Design guideline manual: stormwater treatment devices, 2003
  • 6Auckland Regional Council Technical Publication 108:Guidelines for stormwater runoff modelling in the Auckland region, 1999
  • 7Auckland Regional Council. Technical Publication No. 4: Selection of stormwater treatment volumes for auckland, 1992
  • 8New Zealand Government. Resource management Act (RMA) and resource management amendment Act 2005,19991
  • 9North Shore City Council. Bioretention Spreadsheet based on Princes George's County, Maryland Bioretention Manual and adapted to ARC TP 108,2007
  • 10Princes George's County. Maryland Bioretention Manual

共引文献215

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部