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Analysis of First Flush of Recreation Park and Removal Rate According to Rainfall-Runoff Storage Depth  

Jung, Jae-Woon (Yeongsan River Environment Research Center)
Park, Ha-Na (Yeongsan River Environment Research Center)
Choi, Dong-Ho (Department of Rural & Bio-Systems Engineering, Chonnam National University)
Baek, Sang-Soo (Department of Rural & Bio-Systems Engineering, Chonnam National University)
Yoon, Kwang-Sik (Yeongsan River Environment Research Center)
Baek, Won-Jin (Department of Rural & Bio-Systems Engineering, Chonnam National University)
Beam, Jin-A (Yeongsan River Environment Research Center)
Lim, Byung-Jin (Yeongsan River Environment Research Center)
Publication Information
Journal of Korean Society on Water Environment / v.29, no.5, 2013 , pp. 648-655 More about this Journal
Abstract
Nonpoint source pollution characteristics of recreation park was investigated. Runoff ratio of recreation park ranged 23-57%, which was lower than other urban area since impervious area was less than 37%. The average BOD, COD, TOC, SS, T-N, T-P, were 14.09, 32.86, 12.19, 121.51, 7.78 and 0.72 mg/L, respectively. First flush of recreation park was analyzed by normalized cumulative load - volume curve and mass first flush ratio(MFFn), MFF10 for BOD, COD, SS, T-P, T-N, TOC were 2.90, 1.59, 2.15, 2.74, 2.60, and 1.59, respectively. Observed data showed that 62% of pollutant could be removed by storaging 5 mm rainfall-runoff and even 3 mm depth could store up to 50% of pollutant in runoff.
Keywords
First flush; $MFF_n$; Nonpoint source; Storage depth; Water quality;
Citations & Related Records
Times Cited By KSCI : 7  (Citation Analysis)
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