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洪 伟, 高徐军, 杜颖恩, 李 轩, 马勇勇, 陈至立, 张学弟, 薛树红.西安市老城区海绵改造对雨水径流削减效益模拟研究水资源与水工程学报[J].,2021,32(5):70-77
西安市老城区海绵改造对雨水径流削减效益模拟研究
Simulation of reduction effect of sponge reconstruction in old urban area of Xi’an City on rainfall runoff
  
DOI:10.11705/j.issn.1672-643X.2021.05.10
中文关键词:  海绵城市  城市雨水径流  SWMM模型  水量守衡  老城区
英文关键词:sponge city  urban rainfall runoff  storm water management model (SWMM)  conservation of water volume  old urban area
基金项目:
作者单位
洪 伟1, 高徐军2, 杜颖恩3, 李 轩3, 马勇勇3, 陈至立2, 张学弟2, 薛树红2 (1.西北大学 城市与环境学院 陕西 西安 710127 2.中国电建集团西北勘测设计研究院有限公司陕西 西安 710065 3.西安理工大学 西北旱区生态水利国家重点实验室 陕西 西安 710048) 
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中文摘要:
      为了有效地评估和量化老城区海绵改造前后的内涝削减程度和海绵调蓄能力,以西安市小寨老城区海绵改造为研究对象,采用SWMM模型分别计算不同工况下的节点溢流量和管道外排量,并根据水量守恒原理,分别计算出“渗”“蓄”“排”所对应的水量,进而采用入渗量、蓄水量及外排量占比等指标分析老城区海绵措施雨水径流削减效益,并对老城区改造工程进行效果评价。结果表明:降雨量为17.2 mm且降雨历时在2 h的设计降雨条件下,建设前全区的径流控制率为67.10%,建设后全区径流控制率达82.52%,同时在其他设计重现期的条件下,建设后比建设前均有明显的提升;经过海绵改造后,雨水很大程度上被海绵措施储蓄起来,径流控制效果显著改善;海绵措施建设后,蓄水量占比较建设前显著提升,且随着重现期的增大海绵调蓄能力逐渐趋于饱和,当重现期为100 a时该区域海绵措施综合蓄水量为35.359×104 m3。该研究成果对城市内涝防治、老城区海绵设施成效评估具有非常重要的工程实践意义。
英文摘要:
      To effectively evaluate and quantify the waterlogging reduction, regulation and storage capacity of sponge construction before and after the transformation of the old urban area, we studied the sponge transformation of Xiaozhai old urban area in Xi’an. Storm water management model (SWMM) was used to calculate the node overflow and the pipeline discharge under different working conditions. According to the principle of water volume conservation, the corresponding water volume of infiltration, storage, and drainage was calculated respectively. Then, indicators such as percentage of infiltration, water storage and external discharge were used to analyze the reduction effects of sponge measures on the rainfall runoff in Xiaozhai, and to evaluate the outcome of the urban reconstruction project. The results show that under the designed rainfall condition with a rainfall of 17.2 mm and a rainfall duration of 2 h, the runoff control rate of the whole area was 67.10% before sponge construction, but it reached 82.52% after that. Under other designed return periods, there was always a significant improvement after the construction. After sponge transformation, rainwater was largely stored by sponge measures, and the runoff control effect was significantly improved. In addition, the percentage of water storage increased significantly; however, the regulation and storage capacity of these measures gradually became saturated with the increase of the return period. When the return period was 100 a, the comprehensive water storage capacity of sponge measures in this area reached 353,590 m3. The research results can provide some reference for the prevention of urban waterlogging and the effectiveness evaluation of sponge facilities in old urban areas.
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