Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM
Grassed swales and permeable pavement that have greater permeable underlying surface relative to hard-pressing surface can cooperate with the city pipe network on participating in urban storm flood regulation. This paper took Nanshan village in Jiangsu Province as an example, the storm-water managem...
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doaj-67ca5ddf62e84a079dfb2acd508d31742020-11-24T23:01:25ZengMDPI AGWater2073-44412017-10-0191184010.3390/w9110840w9110840Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMMJianguang Xie0Chenghao Wu1Hua Li2Gengtian Chen3Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, ChinaDepartment of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, ChinaDepartment of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, ChinaDepartment of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, ChinaGrassed swales and permeable pavement that have greater permeable underlying surface relative to hard-pressing surface can cooperate with the city pipe network on participating in urban storm flood regulation. This paper took Nanshan village in Jiangsu Province as an example, the storm-water management model (SWMM) was used to conceptualize the study area reasonably, and the low-impact development (LID) model and the traditional development model were established in the region. Based on the storm-intensity equation, the simulation scene employed the Chicago hydrograph model to synthesize different rainfall scenes with different rainfall repetition periods, and then contrasted the storm-flood-management effect of the two models under the condition of using LID facilities. The results showed that when the rainfall repetition period ranged from 0.33a to 10a (a refers to the rainfall repetition period), the reduction rate of total runoff in the research area that adopted LID ranged from 100% to 27.5%, while the reduction rate of peak flow ranged from 100% to 15.9%, and when the values of unit area were the same, the combined system (permeable pavement + grassed swales) worked more efficiently than the sum of the individuals in the reduction of total runoff and peak flow throughout. This research can provide technical support and theoretical basis for urban LID design.https://www.mdpi.com/2073-4441/9/11/840grassed swalepermeable pavementSWMMstorm management |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Jianguang Xie Chenghao Wu Hua Li Gengtian Chen |
spellingShingle |
Jianguang Xie Chenghao Wu Hua Li Gengtian Chen Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM Water grassed swale permeable pavement SWMM storm management |
author_facet |
Jianguang Xie Chenghao Wu Hua Li Gengtian Chen |
author_sort |
Jianguang Xie |
title |
Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM |
title_short |
Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM |
title_full |
Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM |
title_fullStr |
Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM |
title_full_unstemmed |
Study on Storm-Water Management of Grassed Swales and Permeable Pavement Based on SWMM |
title_sort |
study on storm-water management of grassed swales and permeable pavement based on swmm |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2017-10-01 |
description |
Grassed swales and permeable pavement that have greater permeable underlying surface relative to hard-pressing surface can cooperate with the city pipe network on participating in urban storm flood regulation. This paper took Nanshan village in Jiangsu Province as an example, the storm-water management model (SWMM) was used to conceptualize the study area reasonably, and the low-impact development (LID) model and the traditional development model were established in the region. Based on the storm-intensity equation, the simulation scene employed the Chicago hydrograph model to synthesize different rainfall scenes with different rainfall repetition periods, and then contrasted the storm-flood-management effect of the two models under the condition of using LID facilities. The results showed that when the rainfall repetition period ranged from 0.33a to 10a (a refers to the rainfall repetition period), the reduction rate of total runoff in the research area that adopted LID ranged from 100% to 27.5%, while the reduction rate of peak flow ranged from 100% to 15.9%, and when the values of unit area were the same, the combined system (permeable pavement + grassed swales) worked more efficiently than the sum of the individuals in the reduction of total runoff and peak flow throughout. This research can provide technical support and theoretical basis for urban LID design. |
topic |
grassed swale permeable pavement SWMM storm management |
url |
https://www.mdpi.com/2073-4441/9/11/840 |
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