2012
DOI: 10.1007/s11270-012-1085-9
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Variability of Settling Characteristics of Solids in Dry and Wet Weather Flows in Combined Sewers: Implications for CSO Treatment

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Cited by 10 publications
(11 citation statements)
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“…Combined sewer overflows are major sources of intermittent pollution impacting the receiving water in many urban areas serviced by combined sewers [2]. Solid particles that cannot be transported at a certain hydraulic conditions can form deposits carried by wastewater and stormwater [3].…”
Section: Introductionmentioning
confidence: 99%
“…Combined sewer overflows are major sources of intermittent pollution impacting the receiving water in many urban areas serviced by combined sewers [2]. Solid particles that cannot be transported at a certain hydraulic conditions can form deposits carried by wastewater and stormwater [3].…”
Section: Introductionmentioning
confidence: 99%
“…The particle settling velocity distribution (PSVD) was assessed with two peer‐reviewed methods currently in use for raw wastewater samples (e.g., at the inlet of WRRFs and in sewer systems): the experimental protocol ViCAs (a French acronym for settling velocity in wastewater) developed by Chebbo and Gromaire () as a static settling device, and the elutriation method (Krishnappan et al, ) as a dynamic settling device. Both methods have been extensively used and applied to characterize stormwater, sewage, and wastewater along the WRRFs treatment chain.…”
Section: Methodsmentioning
confidence: 99%
“…The height of these settling columns varies between 0.2 and 1.8 m, with sample volumes ranging between 1 and 40 L. Also, some protocols include a sample preparation step applying a pretreatment such as sieving or settleable solids preselection (Aiguier et al, ; Lucas‐Aiguier, Chebbo, Bertrand‐Krajewski, Gagné, & Hedges, ). In addition, on several occasions, these methods have been compared and the results show different PSVD curves (Aiguier et al, ; Krishnappan et al, ; Lucas‐Aiguier et al, ). Lucas‐Aiguier et al () pointed out that these differences are probably due to the different sizing of the columns.…”
Section: Introductionmentioning
confidence: 99%
“…Dimensions of the apparatus are greater than other settling velocity devices (e.g. Krishnappan et al, 2012), but apposite due to the larger dimensions of gross solids compared to other sewer particulates.…”
Section: Study Areas and Experimental Proceduresmentioning
confidence: 99%