A Study on the Risk - based Local Normal CSOs Curve Designs

Autor:	Deokjun Jo
Rok vydání:	2006
Předmět:	Hydrology Engineering Mathematical optimization business.industry Control system Flow (psychology) Process (computing) Probability distribution Combined sewer Exponential decay Surface runoff business Runoff model
Zdroj:	Journal of Korea Water Resources Association. 39:575-581
ISSN:	1226-6280
DOI:	10.3741/jkwra.2006.39.7.575
Popis:	This paper presents a systematic approach for the economical design of stormwater quality control systems. For the design of runoff quality control system (RQCS), the rainfall-runoff process requires the local rainfall data recorded continuously. In this study the rainfall probability distribution is assumed to follow an exponential decay function. Applying the exponential decay function, the normalized curves are derived to explain the non-exceedance probability distributions. The optimal curves for the determination of the RQCS size are derived based on the overflow risk. Comparison of the optimal capture volume and peak runoff rate to those computed by an urban rainfall-runoff model(ILLUDAS) demonstrates that the optimal CSOs(Combined Sewer Overflows) curves derived in this study can be utilized for the design of stormwater quality control systems in Korea avoiding an excessive computational effort based on over flow risks.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::3a8eb7125ca9eaeac8b591ea14a060b7 https://doi.org/10.3741/jkwra.2006.39.7.575 Zobrazit plný text záznamu