Closure to “Peak Demand Assessment and Hydraulic Analysis in WDN Design” by E. Creaco, P. Signori, S. Papiri, and C. Ciaponi
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VIEW THE ORIGINAL ARTICLEAuthors: C. Ciaponi [email protected] and E. Creaco https://orcid.org/0000-0003-4422-2417 [email protected]Author Affiliations
Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 2
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References
Babbitt, H., and E. Baumann. 1958. Sewerage and sewage treatment. New York: Wiley.
Balacco, G., A. Carbonara, A. Gioia, V. Iacobellis, and A. F. Piccinni. 2017. “Evaluation of peak water demand factors in Puglia (southern Italy).” Water 9 (12): 96. https://doi.org/10.3390/w9020096.
Creaco, E., R. Farmani, Z. Kapelan, L. Vamvakeridou-Lyroudia, and D. Savic. 2015. “Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand.” J. Water Resour. Plann. Manage. 141 (11): 04015031. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000557.
Tricarico, C., G. de Marinis, R. Gargano, and A. Leopardi. 2007. “Peak residential water demand.” Proc. Inst. Civ. Eng. Water Manage. J. 160 (2): 115–121. https://doi.org/10.1680/wama.2007.160.2.115.
UNI EN (Ente Nazionale Italiano di Unificazione). 2008. Specifiche relative agli impianti all’interno di edifici per il convogliamento di acque destinate al consumo umano. Parte 3: Dimensionamento delle tubazioni: Metodo semplificato. UNI EN 806-3. Milan, Italy: UNI EN.
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©2019 American Society of Civil Engineers.
History
Received: Mar 11, 2019
Accepted: Jun 11, 2019
Published online: Nov 20, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 20, 2020
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Full Professor, Dipartimento di Ingegneria Civile e Architettura, Univ. of Pavia, Via Ferrata 3, Pavia 27100, Italy. Email: [email protected]
Associate Professor, Dipartimento di Ingegneria Civile e Architettura, Univ. of Pavia, Via Ferrata 3, Pavia 27100, Italy (corresponding author). ORCID: https://orcid.org/0000-0003-4422-2417. Email: [email protected]
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