Abstract:In order to study the reduction effect of sponge measures on rainfall runoff and the influence of different rainfall characteristics on sponge measures, a Storm Water Management Model (SWMM) was constructed in Meiguiyuan Community of Guyuan City of Ningxia to simulate the changes of runoff process before and after sponge reconstruction in the study area under different return periods. The results show that: ① The LID measures have obvious effect on the runoff reduction of the drainage at outlet 1, 2, and 3; ② When the return period is 1, 5 and 10 years, the reduction rate of peak runoff and total runoff can reach 25% and 10% respectively, and the reduction rate of peak water level at the outlet can reach 10%. Under different return periods, sponge measures can appropriately delay the occurrence time of flood peaks. However, for large rainfall, sponge measures have limited effect on runoff reduction; ③Under the design rainstorm with different rainfall characteristics, the runoff control effect of sponge measures is quite different. The reduction rate of runoff peak and water level peak increases with the increase of rainfall peak coefficient, the reduction rate of total runoff decreases with the increase of rainfall duration.
[1] Frias R A,Maniquiz-Redillas M. Modelling the applicability of Low Impact Development(LID)technologies in a university campus in the Philippines using Storm Water Management Model(SWMM)[J]. Materials Science and Engineering,2021,1153(1):012009. [2] 吴丹洁,詹圣泽,李友华,等. 中国特色海绵城市的新兴趋势与实践研究[J]. 中国软科学,2016(1):79-97. [3] DaeryongPark,SukhwanJang,LarryARoesner. Evaluationofmulti-use stormwater detention basins for improved urban watershed man- agement[J].Hydrological Processes,2014,28(3):1104-1113. [4] Ahmed A,Farooq A. Study of rainwater harvesting potential in an industrial area using stormwater management model(SWMM V 5.0)- a case study of Quaid-E-Azam Apparel Park,Sheikhupura,Punjab, Pakistan[J]. International Journal of Environmental Engineering, 2018,9(2):185-198. [5] Kim H,Kim G.An effectiveness study on the use of different types of LID for water cycle recovery in a small catchment[J].Land,2021, 10(10):1-16. [6] 李怀民,常晓栋,徐宗学,等. 基于SWMM模型的坡地小区海绵城市改造效果评估[J]. 南水北调与水利科技(中英文),2021,19(1):43-49,82. [7] 周冠南,梅超,刘家宏,等. 萍乡市西门片区海绵城市建设水文响应与成本效益分析[J]. 水利水电技术,2019,50(9):10-17. [8] 刘建,刘派,王晓雷,等. 深圳地铁长圳车辆段海绵城市设施设计与施工[J]. 深圳大学学报(理工版),2021,38(1):20-26. [9] 周志才. 基于SWMM模型的上海市松江国际生态商务区海绵城市建设效果评价[J]. 环境工程,2020,38(8):167-173. [10]邵尧明,邵丹娜. 中国城市新一代暴雨强度公式[M].北京:中国建筑工业出版社,2014. [11]侯精明,李东来,王小军,等. 建筑小区尺度下LID措施前期条件对径流调控效果影响模拟[J]. 水科学进展,2019,30(1):45-55. [12]蒋元勇,丰锴斌,刘学文,等. 城市雨洪SWMM模型的敏感参数研究综述[J]. 生态科学,2015,34(2):194-200. [13]张胜杰. 北京市某住宅小区雨洪管理措施模拟研究[D]. 北京:北京建筑工程学院,2012.