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Water 2016, 8(2), 44;

The Influence of Hydrologic Parameters on the Hydraulic Efficiency of an Extensive Green Roof in Mediterranean Area

Department of Civil Engineering, University of Calabria, Cubo 42B, Rende (CS) 87036, Italy
Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, 54124, Greece
These authors contributed equally to this work.
Author to whom correspondence should be addressed.
Academic Editor: Enedir Ghisi
Received: 7 October 2015 / Revised: 12 January 2016 / Accepted: 26 January 2016 / Published: 29 January 2016
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In an urban environment, green roofs represent a sustainable solution for mitigating stormwater volumes and hydrograph peaks. So far, many literature studies have investigated the hydraulic efficiency and the subsurface runoff coefficient of green roofs, showing their strong variability according to several factors, including the characteristics of storm events. Furthermore, only few studies have focused on the hydraulic efficiency of green roofs under Mediterranean climate conditions and defined the influencing hydrological parameters on the subsurface runoff coefficient. Nevertheless, for designing purposes, it is crucial to properly assess the subsurface runoff coefficient of a given green roof under specific climate conditions and its influencing factors. This study intends to, firstly, evaluate the subsurface runoff coefficient at daily and event-time scales for a given green roof, through a conceptual model implemented in SWMM. The model was loaded with both daily and 1-min rainfall data from two Mediterranean climate sites, one in Thessaloniki, Greece and one in Cosenza, Italy, respectively. Then, the most influencing hydrological parameters were examined through a statistical regression analysis. The findings show that the daily subsurface runoff coefficient is 0.70 for both sites, while the event-based one is 0.79 with a standard deviation of 0.23 for the site in Cosenza, Italy. The multiple linear regression analysis revealed that the influencing parameters are the rainfall intensity and antecedent dry weather period with a confidence level of 95%. This study demonstrated that, due to the high variability of the subsurface runoff coefficient, the use of a unique value for design purposes is inappropriate and that a preliminary estimation could be obtained as a function of the total rainfall depth and the antecedent dry weather period by using the validated multi-regression relationship which is site specific. View Full-Text
Keywords: stormwater management; green roof; rainfall-runoff; retention; inter-event time stormwater management; green roof; rainfall-runoff; retention; inter-event time

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Garofalo, G.; Palermo, S.; Principato, F.; Theodosiou, T.; Piro, P. The Influence of Hydrologic Parameters on the Hydraulic Efficiency of an Extensive Green Roof in Mediterranean Area. Water 2016, 8, 44.

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