The authors designed an ecological storm water system in a residential area to replace the conventional underground channels for the collection of storm water so as to reduce the nutrients and sediments discharged. Th...The authors designed an ecological storm water system in a residential area to replace the conventional underground channels for the collection of storm water so as to reduce the nutrients and sediments discharged. This system contains natural sub-creeks as drainage channels discharging overflow to nearby creeks, an open green trench, a storage pond, and natural sub-creeks. The sub -creeks were designed to be integrated into community landscape, which not only increases the efficiency of water usage, but also improves the aesthetic qualities of the community residence area as required by Agenda 21. This research proved the feasibility of an open storm water collection and utilization system for the design of a community water system.展开更多
当前快速的城市化进程导致了城市地区内涝事件频繁发生。绿色基础设施是减轻城市洪涝的有效措施之一。SWMM(Storm Water Management Model)等模型的复杂性使得规划管理者对模型的操作和应用存在困难,而且缺乏对绿色基础设施径流消减机...当前快速的城市化进程导致了城市地区内涝事件频繁发生。绿色基础设施是减轻城市洪涝的有效措施之一。SWMM(Storm Water Management Model)等模型的复杂性使得规划管理者对模型的操作和应用存在困难,而且缺乏对绿色基础设施径流消减机制的展现。目前的研究中,比较单个与综合绿色基础设施配置径流消减效果的研究相对较少。基于水量平衡和城市水文过程,开发了社区尺度绿色基础设施消减作用的暴雨径流模型,并以北京市一典型社区为例,模拟研究了一年一遇和五年一遇两种暴雨条件下不同绿色基础设施配置对暴雨径流流量和峰值的消减效率。结果表明:用两场野外监测的降雨和径流数据验证模型得到的决定系数分别为0.68和0.71,纳什效率系数分别达到0.99和0.96,表明模型是可靠的。在一年一遇和五年一遇两种暴雨条件下,将常规绿地改造成5 cm深度的下凹式绿地,径流量分别减少了8.23%和23.30%,径流峰值分别减少了20.31%和29.11%;在建造300 m3调蓄池的情景下,径流量分别减少了84.90%和20.97%,径流峰值分别减少了88.99%和0.10%;在50%的不透水地表铺装透水砖情景下,径流量分别减少了46.51%和38.52%,径流峰值分别减少了39.96%和35.48%。3种绿色基础设施都可以较好的消减社区暴雨径流,但是随着暴雨强度的增强,下凹式绿地的消减效果略增强,调蓄池的消减效果变差,透水砖铺装的消减效果较稳定。综合3种措施对暴雨径流具有显著消减效果,可以100%消减一年一遇暴雨产生的径流,在五年一遇设计暴雨条件下,分别消减75.47%的总径流量和64.52%的径流峰值。展开更多
The layout effects and optimization of runoff storage and filtration facilities are crucial to the efficiency and management of the cost of runoff control, but related research is still lacking. In this study, scenari...The layout effects and optimization of runoff storage and filtration facilities are crucial to the efficiency and management of the cost of runoff control, but related research is still lacking. In this study, scenarios with different layouts were simulated using the storm water management model(SWMM), to investigate the layout effects on control efficiency with different precipitations. In a rainfall event with 50 mm of precipitation in two hours, 1820 scenarios with different layouts of four facilities constructed in 16 sub-catchments were simulated, the reduction rates of internal flow presented a standard deviation of 10.9%, and the difference between the maximum and minimum reduction rates reached59.7%. Based on weighting analysis, an integrated ranking index was obtained and used to determine the optimal layout scenarios considering different rainfall events. In the optimal scenario(storage and filtration facilities constructed in sub-catchments 14, 12, 7, and 2), the reduction rates of the total outflow reached 31.4%, 26.4%, and 14.7%, respectively, with 30, 50, and 80 mm of precipitation. The reduction rate of the internal outflow reached 95% with 50 mm of precipitation and approximately 56% with 80 mm of precipitation.展开更多
文摘The authors designed an ecological storm water system in a residential area to replace the conventional underground channels for the collection of storm water so as to reduce the nutrients and sediments discharged. This system contains natural sub-creeks as drainage channels discharging overflow to nearby creeks, an open green trench, a storage pond, and natural sub-creeks. The sub -creeks were designed to be integrated into community landscape, which not only increases the efficiency of water usage, but also improves the aesthetic qualities of the community residence area as required by Agenda 21. This research proved the feasibility of an open storm water collection and utilization system for the design of a community water system.
基金supported by the Major Science and Technology Program for Water Pollution Control and Management of China(Grant No.2011ZX07301-002)
文摘The layout effects and optimization of runoff storage and filtration facilities are crucial to the efficiency and management of the cost of runoff control, but related research is still lacking. In this study, scenarios with different layouts were simulated using the storm water management model(SWMM), to investigate the layout effects on control efficiency with different precipitations. In a rainfall event with 50 mm of precipitation in two hours, 1820 scenarios with different layouts of four facilities constructed in 16 sub-catchments were simulated, the reduction rates of internal flow presented a standard deviation of 10.9%, and the difference between the maximum and minimum reduction rates reached59.7%. Based on weighting analysis, an integrated ranking index was obtained and used to determine the optimal layout scenarios considering different rainfall events. In the optimal scenario(storage and filtration facilities constructed in sub-catchments 14, 12, 7, and 2), the reduction rates of the total outflow reached 31.4%, 26.4%, and 14.7%, respectively, with 30, 50, and 80 mm of precipitation. The reduction rate of the internal outflow reached 95% with 50 mm of precipitation and approximately 56% with 80 mm of precipitation.
