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http://dx.doi.org/10.5762/KAIS.2011.12.4.1976

Analysis of flow change in optimal sewer networks for rainfall characteristics  

Lee, Jung-Ho (Department of Civil Engineering, Hanbat National University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.12, no.4, 2011 , pp. 1976-1981 More about this Journal
Abstract
In this study, the optimal sewer layout model(Lee, J.H., 2010)[1] was applied to verify the reduction effect of urban inundation in the optimal sewer networks, which designed by this optimal model, for various artificial rainfall events in urban areas. Then the optimal model was developed by Lee, J.H. to minimize the peak outflow at outlet in sewer network. The applied rainfall events are two types. One is the rainfall event which the double peak occurs between specific time distance continuously. The other is the continuous rainfall event with specific rainfall intensity. As the result, in two applied rainfall types, the peak outflows at outlet were reduced in the optimal sewer networks which designed the optimal sewer layout model of Lee, J.H.. Therefore, the peak outflow is reduced because the inflows at each manhole are distributed in the whole sewer networks, it's not delay of inflows by this optimal model.
Keywords
Storm Sewer Network; Optimal Layout; Continuous Rainfall;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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