1996
DOI: 10.2166/wst.1996.0186
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The first flush in sewer systems

Abstract: The first flush phenomenon of urban wet weather discharges is presently a controversial subject. Scientists do not agree with its reality, nor with its influences on the size of treatment works. Those disagreements mainly result from the unclear definition of the phenomenon. The objective of this article is first to provide a simple and clear definition of the first flush and then to apply it to real data and to obtain results about its appearance frequency. The data originate from the French database based on… Show more

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Cited by 83 publications
(64 citation statements)
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“…In understanding the first flush, the major difficulty arises with respect to defining this phenomenon in a quantitative manner. As Bertrand-Krajewski et al, (1998) and Saget et al, (1996) have pointed out, the problem stems from the fact that the 'initial component of runoff' which carries the first flush is never precisely defined. This is despite its commonly reported occurrence in qualitative terms.…”
Section: The Management Dilemmamentioning
confidence: 99%
“…In understanding the first flush, the major difficulty arises with respect to defining this phenomenon in a quantitative manner. As Bertrand-Krajewski et al, (1998) and Saget et al, (1996) have pointed out, the problem stems from the fact that the 'initial component of runoff' which carries the first flush is never precisely defined. This is despite its commonly reported occurrence in qualitative terms.…”
Section: The Management Dilemmamentioning
confidence: 99%
“…Helsel et al (1979) [6], followed by Geiger (1984) [7] and Sansalone and Buchberger (1997) [8], proposed to simply define the first flush as when the mass/volume M(V) curve is above the bisector (45° diagonal), meaning that the fraction of pollutant load in the first part of the storm is greater than the corresponding fraction of runoff volume. Saget et al (1996) [9] define the first flush to be significant when at least 80% of the load is transferred in the first 30% of the storm, represented by Zone 1 of the M(V) curve. Bertrand-Krajewski et al (1998) [10] admits that the selection of the 30/80 criterion is useful to quantify precisely the first flush phenomenon, but it is arbitrary; they believe that it is possible to choose other pairs of values to define first flushes.…”
Section: Introductionmentioning
confidence: 99%
“…Wash off may be a function of rainfall intensity and other factors (Kim et al 2005(Kim et al , 2006. Few researchers determined the effect of the antecedent dry period in their study of stormwater discharge (Saget et al 1996;Lee et al 2002). (Ball et al 1998) tried to find a buildup model using regressions of ADD.…”
Section: Stormwater Quality Assessment Through Modelingmentioning
confidence: 99%