Pollution Reduction in Receivers: Storm-Water Tanks

Author:

Martino Giuseppe De12344,De Paola Francesco12344,Fontana Nicola12344,Marini Gustavo12344,Ranucci Antonio12344

Affiliation:

1. Full Professor, Dept. of Hydraulic, Geotechnical and Environmental Engineering, Univ. of Naples Federico II, via Claudio 21, 80125, Napoli, Italy.

2. Researcher, Dept. of Hydraulic, Geotechnical and Environmental Engineering, Univ. of Naples Federico II, via Claudio 21, 80125, Napoli, Italy.

3. Associate Professor, Dept. of Engineering, Univ. of Sannio, piazza Roma 21, 82100, Benevento, Italy.

4. Dept. of Hydraulic, Geotechnical and Environmental Engineering, Univ. of Naples Federico II, via Claudio 21, 80125, Napoli, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Urban Studies,Development,Geography, Planning and Development,Civil and Structural Engineering

Reference43 articles.

1. Alley W. M. (1980). “Determination of the decay coefficient in the exponential washoff equation.” Proc. Int. Symp. on Urban Storm Runoff Univ. of Kentucky Lexington KY 307–311.

2. American Public Work Association. (1970). Combined sewer regulator overflow facilities rep. Government Printing Office Washington DC.

3. Artina S. and Maglionico M. (2001). “Dimensionamento di vasche di prima pioggia secondo criteri di ‘stream standard’.” Proc. II Conferenza Nazionale sul Drenaggio Urbano CSDU Milano Italy 129–138 (in Italian).

4. Artina S. and Maglionico M. (2003). “Esperienze sperimentali per lo studio e il controllo delle acque di prima pioggia nella città di Bologna.” Proc. Giornata di Studio: Acque di Prima Pioggia. Esperienze sul territorio e normativa CSDU Milano Italy 67–84 (in Italian).

5. Uncertainty in measuring the event pollutant removal performance of online detention tanks with permanent outflow

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