Identifying the first flush in stormwater runoff using UV spectroscopy

2017 ◽  
Vol 96 ◽  
pp. 231-236 ◽  
Author(s):  
Rupak Aryal ◽  
Meng Nan Chong ◽  
Simon Beecham ◽  
Bandita Mainali
Chemosphere ◽  
2019 ◽  
Vol 233 ◽  
pp. 245-251 ◽  
Author(s):  
Dinushika Ekanayake ◽  
Rupak Aryal ◽  
Md Abu Hasan Johir ◽  
Paripurnanda Loganathan ◽  
Craig Bush ◽  
...  

2017 ◽  
Vol 76 (8) ◽  
pp. 2140-2149 ◽  
Author(s):  
D. Morgan ◽  
P. Johnston ◽  
K. Osei ◽  
L. Gill

The presence of a first flush (FF) of suspended solids (SS) in stormwater runoff has important implications for the design of treatment facilities, as does the particle size of solids. Whilst numerous studies have examined the FF behaviour of SS, few have disaggregated FF trends by particle size. In this study, the FF behaviour of SS was investigated in five size ranges, sampled from an urban stormwater drainage system located in Dublin, Ireland. A weak FF was exhibited in the gross fraction of SS, with just two events from 14 transporting more than 50% of the SS mass in the first 25% of runoff, implying that treatment structures should be capable of removing SS throughout the storm event. In the majority of rain events, the FF strength increased with decreasing particle size, probably related to the lower intensities required to dislodge solids at the onset of rainfall. Although FF strength was correlated with rain event characteristics, prediction intervals were too broad to confirm FF presence based on rainfall data alone. Therefore, the design of smaller treatment volumes based on an assumption of FF must be justified by local monitoring data.


2012 ◽  
Vol 223 (9) ◽  
pp. 5903-5915 ◽  
Author(s):  
J. M. Hathaway ◽  
R. S. Tucker ◽  
J. M. Spooner ◽  
W. F. Hunt

2021 ◽  
Vol 5 ◽  
pp. 100301
Author(s):  
Salina Poudyal ◽  
Thomas A. Cochrane ◽  
Ricardo Bello-Mendoza

Author(s):  
M. K. Stenstrom ◽  
S.-L. Lau ◽  
H.-H. Lee ◽  
J.-S. Ma ◽  
H. Ha ◽  
...  

2003 ◽  
Vol 48 (10) ◽  
pp. 167-176 ◽  
Author(s):  
J.H. Lee ◽  
M.J. Yu ◽  
K.W. Bang ◽  
J.S. Choe

The general tendency between the ratio of cumulative pollutant loads and the ratio of cumulative runoff appears as a nonlinear form which can be expressed in the form of a third polynomial. In this paper third degree polynomials were applied to represent the first flush curves based on the relationship between the cumulative pollutant load ratio and cumulative runoff ratio. The quantity of stormwater runoff and quality constituents, including chemical oxygen demand (COD), suspended solids (SS), total Kjeldahl nitrogen (TKN), ortho-phosphorus (PO4-P), total phosphorus (TP), n-hexane extracts (HEM), and iron (Fe) were analysed. The objectives of this study were (1) to characterize the quality of stormwater runoff (2) in order to analyse the cumulative curve area ratio and to calculate the first flush coefficients, (3) while also representing the first flush with a third polynomial equation.


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