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contributor authorHumberto Avila
contributor authorLeandro Avila
contributor authorAugusto Sisa
date accessioned2017-12-30T13:02:25Z
date available2017-12-30T13:02:25Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000702.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244883
description abstractThis article presents the results of analyzing the use of dispersed storage tanks as a low impact development (LID) alternative to mitigate the flash flood risk in consolidated urban watersheds in Barranquilla, Colombia. Fieldwork, rainfall and flow rate monitoring, and numerical modeling were conducted to evaluate different scenarios combining storage tank capacity, two types of storage operations, and different locations by land use and watershed sectoring. These results showed that it is possible to reduce significantly the peak flow with small-capacity tanks distributed in the urban watershed with hydraulic structures that divide the discharge during the peak-flow time interval. By storing 3–17% of the runoff volume, equivalent to a dispersed storage capacity from 4 to 19 mm rainfall, it is possible to reduce the peak flow from 25 to 75%. These results demonstrate the advantages of using low impact development for stormwater management in consolidated cities with limited space, if regulatory policies encourage the massive use of LID in existing buildings.
publisherAmerican Society of Civil Engineers
titleDispersed Storage as Stormwater Runoff Control in Consolidated Urban Watersheds with Flash Flood Risk
typeJournal Paper
journal volume142
journal issue12
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000702
page04016056
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 012
contenttypeFulltext


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