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基于LID设施的最优水文效益研究

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城市化的发展造成了城市不透水地面迅速增长,破坏了水文环境对雨水径流原有的渗透性,从而造成了城市内涝、径流污染等问题的时常发生。LID设施(低影响开发设施)通过采用恢复生态水文的方法,已成为解决内涝、径流污染等问题的有效方案,通过源头控制措施,如绿色屋顶、雨水花园、渗透性路面等设施,特别适用于已建地下排水系统的高度城市化地区。为了实现在城市地区实施LID设施,以改善其雨水系统,恢复其自然流态这一目标,通过SWMM模型对LID设施的不同的方案,包括单一 LID设施及组合LID设施进行了模拟。结果表明:单一 LID设施按总铺设比例的15%完全铺设时,径流控制率仅为44。1%~46。3%,SS负荷削减率仅为51。9%~55。1%,当3种设施组合使用时,径流控制率最大可达78。5%,SS负荷削减率最大可达81。2%,优化效果显著。
Research on Optimal Hydrological Benefits Based on LID Facilities
The development of urbanization has resulted in rapid growth of impervious surfaces in cities,destro-ying the original permeability of the hydrological environment to rainwater runoff,thus causing the frequent oc-currence of problems such as urban flooding and runoff pollution.LID facilities(Low Impact Development Facili-ties),through the use of restoration of the ecological hydrology,have become an effective solution to the problems of waterlogging,runoff pollution,etc.,by means of source control measures,such as green roofs,rain gardens,permeable pavements,and other facilities,especially for highly urbanized areas with built underground drainage systems.The main objective of this study is to implement LID facilities in urban areas to improve their stormwater system and restore its natural flow regime.In order to achieve this objective,different scenarios of LID facilities,including single LID facilities and combined LID facilities,were simulated by SWMM model.The results show that the runoff control rate is only 44.1%~46.3%and the SS load reduction rate is only 51.9%~55.1%when the single LID facility is fully paved at 15%of the total paving ratio,and the optimization effect is significant when all three facilities are used with a maximum runoff control rate of 78.5%and a maximum SS load reduction rate of 81.2%.

LID facilitiesrainfall runoffSWMM modeling

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兰州博文科技学院,甘肃兰州 730000

LID设施 降雨径流 SWMM模型

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(16)