2014
DOI: 10.2166/wst.2014.125
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Performance evaluation and a sizing method for hydrodynamic separators treating urban stormwater runoff

Abstract: This study reports on 6 years of performance monitoring of stormwater hydrodynamic separators in Korean urban catchments. One hundred and thirty-seven storm events were monitored in four hydrodynamic separators of two different types from 2006 to 2012. Mean values of the event average removal efficiencies of total suspended solids (TSS) for the four hydrodynamic separators were 43.69, 8.54, 42.84, and 14.35% with corresponding mean values of the event average surface overflow rates of 28.62, 40.07, 16.02, and … Show more

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Cited by 9 publications
(7 citation statements)
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“…The PSD of the preprocessed RDSs were modeled using a Weibull cumulative probability density function [9,46,47], following Equation (1)…”
Section: Modeling Of Settling Experimentsmentioning
confidence: 99%
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“…The PSD of the preprocessed RDSs were modeled using a Weibull cumulative probability density function [9,46,47], following Equation (1)…”
Section: Modeling Of Settling Experimentsmentioning
confidence: 99%
“…where W(d, λ, κ) = mass fraction less than d (-); d = particle diameter (µm); λ = shape parameter (-); κ = scale parameter (-) [9,46,47]. The determined λ and κ were 85.09 and 1.247 for the used PSD.…”
Section: Modeling Of Settling Experimentsmentioning
confidence: 99%
“…Selbig and Fienen [40] proposed the usage of the Rosin-Rammler distribution, which is equivalent to the Weibull distribution. This approach was continued by Lee et al [41]. Based on this knowledge, this method was used to generate a synthetic PSD.…”
Section: Retention Of Suspended Solidsmentioning
confidence: 99%
“…where W(d, λ, κ) = mass fraction less than d (−); d = particle diameter (µm); λ = shape parameter (−); κ = scale parameter (−) [40]. For our simulation we used λ = {9.3, 60, 116}, equal to a d 50 from 6 to 75 µm, and κ was fixed to 0.84 [41].…”
Section: Retention Of Suspended Solidsmentioning
confidence: 99%
“…Proprietary sedimentation systems include oversized pipes (pipe sedimentation), lamella settlers, hydrodynamic separators and combinations with filtration-adsorption media. Hydrodynamic separators are becoming popular due to their practical benefits of being easily retrofitted into existing chambers (Lee et al 2014) and high treatment efficiencies through the use of fixed internal structures to induce both gravitational settling and advection (Fenner & Tyack 1997;Wilson et al 2009). However, stormwater professionals are often reliant on manufacturer reported removal efficiencies when assessing device performance, as there is currently no European or international standard for proprietary devices (Dierkes et al 2015) and field studies note variable device performance (Faram et al 2007;Lee et al 2014;Fettig et al 2017).…”
Section: Introductionmentioning
confidence: 99%