Daniele Di Trapani

Dr. Daniele Di Trapani

Department of Civil, Environmental, Aerospace, Materials Engineering, Università degli Studi di Palermo, Palermo, Italy
orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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30 March 2021 in Water
Verified
Journal Article
Open access
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Giorgio ManninaGiorgio Mannina
Giorgio Mannina
LBLuigi Badalucco
Luigi Badalucco
LBLorenzo Barbara
Lorenzo Barbara
ACAlida Cosenza
Alida Cosenza
DTDaniele Di Trapani
Daniele Di Trapani
HHHerman Helness
Herman Helness
Wastewater treatment plants (WWTPs) require an urgent transition from a linear to a circular economy operation/design concept with a consequent resource recovery and more sustainable waste management. Natural resources have to be preserved, and wastes have to become an opportunity for recovering resources and materials (water reuse, energy, sludge reuse). However, the transition toward a circular economy is a complex and long process due to the existence of technical, economic, social and regulatory barriers. These existing barriers are critical challenges for a modern and sustainable WWTP concept. The recovery of resources must be considered a strategic target from the earliest process-design phase. In this context, the European Union’s Horizon 2020 project “Achieving wider uptake of water-smart solutions—WIDER UPTAKE” aims to overcome the existing barriers (technological, regulatory, organizational, social and economic) toward the transition from a linear to a circular economy model for WWTPs. This study is aimed at increasing the awareness of the existing barriers to a circular economy and summarizes the key contributions of the WIDER UPTAKE project in terms of water reuse, sludge reuse and nutrient recovery.

1 August 2013 in Biochemical Engineering Journal
Verified
Journal Article
Closed access
DTDaniele Di Trapani
Daniele Di Trapani
MCMagnus Christensson
Magnus Christensson
MTMichele Torregrossa
Michele Torregrossa
GVGaspare Viviani
Gaspare Viviani
HØHallvard Ødegaard
Hallvard Ødegaard

1 February 2019 in Membranes
Verified
Journal Article
Open access
PDF file
Gaetano Di BellaGaetano Di Bella
Gaetano Di Bella
DTDaniele Di Trapani
Daniele Di Trapani
The cake layer deposited on the membrane modules of membrane bioreactors (MBRs), especially under a submerged configuration, represents a relevant and fundamental mechanism deeply influencing the development of membrane fouling. It negatively affects the total resistance to filtration, while exerting a positive effect as a “pre-filter” promoting the “dynamic membrane” that protects the physical membrane from internal fouling. These two opposite phenomena should be properly managed, where the submerged membranes are usually subjected to a periodical cake layer removal through ordinary (permeate backwashing and air scouring) and/or irregular cleaning actions (manual physical cleaning). In this context, the physical removal of the cake layer is needed to maintain the design filtration characteristics. Nevertheless, the proper evaluation of the effect of physical cleaning operations is still contradictory and under discussion, referring in particular to the correct evaluation of fouling mechanisms. The aim of the present work was to summarize the different aspects that influence the fouling investigations, based on simple models for the evaluation of the resistance to filtration due to the cake layer, through physical cleaning operations.


1 October 2013 in Waste Management
Verified
Journal Article
Closed access
DTDaniele Di Trapani
Daniele Di Trapani
Gaetano Di BellaGaetano Di Bella
Gaetano Di Bella
GVGaspare Viviani
Gaspare Viviani