Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions
The present work aims at quantifying the benefit of Low Impact Development (LID) practices in reducing peak runoff and runoff volume, and at comparing LID practices to conventional stormwater solutions. The hydrologic-hydraulic model used was the Storm Water Management Model (SWMM5.1). The LID pract...
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doaj-26cb17f748654a1dbaf00671b6b752692020-11-25T01:21:34ZengMDPI AGProceedings2504-39002018-08-0121164010.3390/proceedings2110640proceedings2110640Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage SolutionsIoannis M. Kourtis0Vassilios A. Tsihrintzis1Evangelos Baltas2Centre for the Assessment of Natural Hazards and Proactive Planning & Laboratory of Reclamation Works and Water Resources Management, School of Rural and Surveying Engineering, National Technical University οf Athens, 9 Iroon Polytechniou St., Zografou, 15780 Athens, GreeceCentre for the Assessment of Natural Hazards and Proactive Planning & Laboratory of Reclamation Works and Water Resources Management, School of Rural and Surveying Engineering, National Technical University οf Athens, 9 Iroon Polytechniou St., Zografou, 15780 Athens, GreeceDepartment of Water Resources, Hydraulic and Maritime Engineering, School of Civil Engineering, National Technical University of Athens, 9 Iroon Polytechniou St., Zografou, 15780 Athens, GreeceThe present work aims at quantifying the benefit of Low Impact Development (LID) practices in reducing peak runoff and runoff volume, and at comparing LID practices to conventional stormwater solutions. The hydrologic-hydraulic model used was the Storm Water Management Model (SWMM5.1). The LID practices modeled were: (i) Green roofs; and (ii) Permeable pavements. Each LID was tested independently and compared to two different conventional practices, i.e., sewer enlargement and detention pond design. Results showed that for small storm events LID practices are comparable to conventional measures, in reducing flooding. Overall, smaller storms should be included in the design process.http://www.mdpi.com/2504-3900/2/11/640sustainable stormwater managementLow Impact Development (LID)conventional measuresSWMM5.1 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Ioannis M. Kourtis Vassilios A. Tsihrintzis Evangelos Baltas |
spellingShingle |
Ioannis M. Kourtis Vassilios A. Tsihrintzis Evangelos Baltas Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions Proceedings sustainable stormwater management Low Impact Development (LID) conventional measures SWMM5.1 |
author_facet |
Ioannis M. Kourtis Vassilios A. Tsihrintzis Evangelos Baltas |
author_sort |
Ioannis M. Kourtis |
title |
Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions |
title_short |
Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions |
title_full |
Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions |
title_fullStr |
Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions |
title_full_unstemmed |
Simulation of Low Impact Development (LID) Practices and Comparison with Conventional Drainage Solutions |
title_sort |
simulation of low impact development (lid) practices and comparison with conventional drainage solutions |
publisher |
MDPI AG |
series |
Proceedings |
issn |
2504-3900 |
publishDate |
2018-08-01 |
description |
The present work aims at quantifying the benefit of Low Impact Development (LID) practices in reducing peak runoff and runoff volume, and at comparing LID practices to conventional stormwater solutions. The hydrologic-hydraulic model used was the Storm Water Management Model (SWMM5.1). The LID practices modeled were: (i) Green roofs; and (ii) Permeable pavements. Each LID was tested independently and compared to two different conventional practices, i.e., sewer enlargement and detention pond design. Results showed that for small storm events LID practices are comparable to conventional measures, in reducing flooding. Overall, smaller storms should be included in the design process. |
topic |
sustainable stormwater management Low Impact Development (LID) conventional measures SWMM5.1 |
url |
http://www.mdpi.com/2504-3900/2/11/640 |
work_keys_str_mv |
AT ioannismkourtis simulationoflowimpactdevelopmentlidpracticesandcomparisonwithconventionaldrainagesolutions AT vassiliosatsihrintzis simulationoflowimpactdevelopmentlidpracticesandcomparisonwithconventionaldrainagesolutions AT evangelosbaltas simulationoflowimpactdevelopmentlidpracticesandcomparisonwithconventionaldrainagesolutions |
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1725129504034127872 |