Analysis of the impact of low impact development on runoff from a new district in Korea
An analysis of the impact of a low impact development (LID) on runoff was performed using a Storm Water Management Model 5 (SWMM5)-LID model. The SWMM5 package has been developed to facilitate the analysis of the hydrologic impacts of LID facilities. Continuous simulation of urban stormwater runoff...
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| Veröffentlicht in: | Water science and technology 2013-01, Vol.68 (6), p.1315-1321 |
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| creator | LEE, Jung-Min HYUN, Kyoung-Hak CHOI, Jong-Soo |
| description | An analysis of the impact of a low impact development (LID) on runoff was performed using a Storm Water Management Model 5 (SWMM5)-LID model. The SWMM5 package has been developed to facilitate the analysis of the hydrologic impacts of LID facilities. Continuous simulation of urban stormwater runoff from the district which included the LID design was conducted. In order to examine the impact of runoff in the LID district the first, second and third highest ranked flood events over the past 38 years were analyzed. The assessment estimated that a LID system under historical storm conditions would reduce peak runoff by approximately 55-66% and runoff volume by approximately 25-121% in comparison with that before the LID design. The impact on runoff was also simulated under 50, 80 and 100 year return period conditions. Under these conditions, the runoff reductions within the district were estimated to be about 6-16% (peak runoff) and 33-37% (runoff volume) in comparison with conditions prior to the LID. It is concluded from these results that LID is worthy of consideration for urban flood control in future development and as part of sewer and stormwater management planning. |
| doi_str_mv | 10.2166/wst.2013.346 |
| format | Article |
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The SWMM5 package has been developed to facilitate the analysis of the hydrologic impacts of LID facilities. Continuous simulation of urban stormwater runoff from the district which included the LID design was conducted. In order to examine the impact of runoff in the LID district the first, second and third highest ranked flood events over the past 38 years were analyzed. The assessment estimated that a LID system under historical storm conditions would reduce peak runoff by approximately 55-66% and runoff volume by approximately 25-121% in comparison with that before the LID design. The impact on runoff was also simulated under 50, 80 and 100 year return period conditions. Under these conditions, the runoff reductions within the district were estimated to be about 6-16% (peak runoff) and 33-37% (runoff volume) in comparison with conditions prior to the LID. It is concluded from these results that LID is worthy of consideration for urban flood control in future development and as part of sewer and stormwater management planning.</description><identifier>ISSN: 0273-1223</identifier><identifier>EISSN: 1996-9732</identifier><identifier>DOI: 10.2166/wst.2013.346</identifier><identifier>PMID: 24056429</identifier><identifier>CODEN: WSTED4</identifier><language>eng</language><publisher>London: International Water Association</publisher><subject>Analysis ; Applied sciences ; City Planning ; Computer simulation ; Exact sciences and technology ; Flood control ; Floods ; Global environmental pollution ; Hydrology ; Impact analysis ; Management planning ; Models, Theoretical ; Natural water pollution ; Pollution ; Rain ; Rainwaters, run off water and others ; Republic of Korea ; Runoff ; Runoff volume ; Storm runoff ; Storms ; Stormwater ; Stormwater management ; Stormwater runoff ; Urban runoff ; Urbanization ; Waste management ; Water management ; Water Movements ; Water treatment and pollution</subject><ispartof>Water science and technology, 2013-01, Vol.68 (6), p.1315-1321</ispartof><rights>2014 INIST-CNRS</rights><rights>Copyright IWA Publishing Sep 2013</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c349t-eb9e82a4e6905f9118df052935904f4145095d33e00c65435b7fb6a9cb14a3823</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27837098$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/24056429$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>LEE, Jung-Min</creatorcontrib><creatorcontrib>HYUN, Kyoung-Hak</creatorcontrib><creatorcontrib>CHOI, Jong-Soo</creatorcontrib><title>Analysis of the impact of low impact development on runoff from a new district in Korea</title><title>Water science and technology</title><addtitle>Water Sci Technol</addtitle><description>An analysis of the impact of a low impact development (LID) on runoff was performed using a Storm Water Management Model 5 (SWMM5)-LID model. The SWMM5 package has been developed to facilitate the analysis of the hydrologic impacts of LID facilities. Continuous simulation of urban stormwater runoff from the district which included the LID design was conducted. In order to examine the impact of runoff in the LID district the first, second and third highest ranked flood events over the past 38 years were analyzed. The assessment estimated that a LID system under historical storm conditions would reduce peak runoff by approximately 55-66% and runoff volume by approximately 25-121% in comparison with that before the LID design. The impact on runoff was also simulated under 50, 80 and 100 year return period conditions. Under these conditions, the runoff reductions within the district were estimated to be about 6-16% (peak runoff) and 33-37% (runoff volume) in comparison with conditions prior to the LID. 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The SWMM5 package has been developed to facilitate the analysis of the hydrologic impacts of LID facilities. Continuous simulation of urban stormwater runoff from the district which included the LID design was conducted. In order to examine the impact of runoff in the LID district the first, second and third highest ranked flood events over the past 38 years were analyzed. The assessment estimated that a LID system under historical storm conditions would reduce peak runoff by approximately 55-66% and runoff volume by approximately 25-121% in comparison with that before the LID design. The impact on runoff was also simulated under 50, 80 and 100 year return period conditions. Under these conditions, the runoff reductions within the district were estimated to be about 6-16% (peak runoff) and 33-37% (runoff volume) in comparison with conditions prior to the LID. It is concluded from these results that LID is worthy of consideration for urban flood control in future development and as part of sewer and stormwater management planning.</abstract><cop>London</cop><pub>International Water Association</pub><pmid>24056429</pmid><doi>10.2166/wst.2013.346</doi><tpages>7</tpages></addata></record> |
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| ispartof | Water science and technology, 2013-01, Vol.68 (6), p.1315-1321 |
| issn | 0273-1223 1996-9732 |
| language | eng |
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| source | MEDLINE; EZB-FREE-00999 freely available EZB journals |
| subjects | Analysis Applied sciences City Planning Computer simulation Exact sciences and technology Flood control Floods Global environmental pollution Hydrology Impact analysis Management planning Models, Theoretical Natural water pollution Pollution Rain Rainwaters, run off water and others Republic of Korea Runoff Runoff volume Storm runoff Storms Stormwater Stormwater management Stormwater runoff Urban runoff Urbanization Waste management Water management Water Movements Water treatment and pollution |
| title | Analysis of the impact of low impact development on runoff from a new district in Korea |
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