A Stormwater Management Framework for Predicting First Flush Intensity and Quantifying its Influential Factors

被引:1
|
作者
Russo, Cosimo [1 ]
Castro, Alberto [2 ]
Gioia, Andrea [3 ]
Iacobellis, Vito [3 ]
Gorgoglione, Angela [4 ]
机构
[1] Politecn Milan, Dept Elect & Informat, 32 Piazza Leonardo da Vinci, I-20133 Milan, Italy
[2] Univ Republica, Dept Comp Sci, 565 Ave Julio Herrera y Reissig, Montevideo 11300, Uruguay
[3] Politecn Bari, Dept Civil Environm Land Bldg Engn & Chem, 126-b Via Amendola, I-70126 Bari, Italy
[4] Univ Republica, Dept Fluid Mech & Environm Engn, 565 Ave Julio Herrera y Reissig, Montevideo 11300, Uruguay
关键词
Pollutant first flush; 30/80; M(V) curve; Random forest; SWMM; Feature importance; WASH-OFF; WATER-POLLUTION; URBAN; BUILDUP; UNCERTAINTY; MODELS; MASS;
D O I
10.1007/s11269-023-03438-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Despite numerous applications of Random Forest (RF) techniques in the water-quality field, its use to detect first-flush (FF) events is limited. In this study, we developed a storm-water management framework based on RF algorithms and two different FF definitions (30/80 and M(V) curve). This framework can predict the FF intensity of a single rainfall event for three of the most detected pollutants in urban areas (TSS, TN, and TP), yield-ing satisfactory results (30/80: accuracy(average )= 0.87; M(V) curve: accuracy(average) = 0.75). Furthermore, the framework can quantify and rank the most critical variables based on their level of importance in predicting FF, using a non-model-biased method based on game theory. Compared to the classical physically-based models that require catchment and drainage information apart from meteorological data, our framework inputs only include rainfall-runoff variables. Furthermore, it is generic and independent from the data adopted in this study, and it can be applied to any other geographical region with a com-plete rainfall-runoff dataset. Therefore, the framework developed in this study is expected to contribute to accurate FF prediction, which can be exploited for the design of treatment systems aimed to store and treat the FF-runoff volume.
引用
收藏
页码:1437 / 1459
页数:23
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