Diego Avesani

Dr. Diego Avesani

orcid

Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

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

Representative Publications

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26 February 2024 in Journal of Hydrology: Regional Studies
Verified
Journal Article
Open access
DTDaniele Dalla Torre
Daniele Dalla Torre
NMNicola Di Marco
Nicola Di Marco
Andrea MenapaceAndrea Menapace
Andrea Menapace
DADiego Avesani
Diego Avesani
MRmaurizio righetti
maurizio righetti
Bruno MajoneBruno Majone
Bruno Majone

1 February 2022 in Applied Energy
Verified
Journal Article
Open access
DADiego Avesani
Diego Avesani
Ariele ZanfeiAriele Zanfei
Ariele Zanfei
NMNicola Di Marco
Nicola Di Marco
AGAndrea Galletti
Andrea Galletti
FRFrancesco Ravazzolo
Francesco Ravazzolo
Bruno MajoneBruno Majone
Bruno Majone

25 July 2022 in Hydrology and Earth System Sciences
Verified
Journal Article
Open access
PDF file
Bruno MajoneBruno Majone
Bruno Majone
DADiego Avesani
Diego Avesani
PZPatrick Zulian
Patrick Zulian
Aldo FioriAldo Fiori
Aldo Fiori
ABAlberto Bellin
Alberto Bellin
Climate change impact studies on hydrological extremes often rely on hydrological models with parameters inferred through calibration procedures using observed meteorological data as input forcing. We show that this procedure can lead to a biased evaluation of the probability distribution of high streamflow extremes when climate models are used. As an alternative approach, we introduce a methodology, coined “Hydrological Calibration of eXtremes” (HyCoX), in which the calibration of the hydrological model, as driven by climate model output, is carried out by maximizing the probability that the modeled and observed high streamflow extremes belong to the same statistical population. The application to the Adige River catchment (southeastern Alps, Italy) by means of HYPERstreamHS, a distributed hydrological model, showed that this procedure preserves statistical coherence and produces reliable quantiles of the annual maximum streamflow to be used in assessment studies.

21 February 2018 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
Andrea MenapaceAndrea Menapace
Andrea Menapace
DADiego Avesani
Diego Avesani
MRmaurizio righetti
maurizio righetti
ABAlberto Bellin
Alberto Bellin
Giuseppe Roberto PisaturoGiuseppe Roberto Pisaturo
Giuseppe Roberto Pisaturo

1 August 2021 in Computer Methods in Applied Mechanics and Engineering
Verified
Journal Article
Closed access
DADiego Avesani
Diego Avesani
MDMichael Dumbser
Michael Dumbser
RVRenato Vacondio
Renato Vacondio
MRMaurizio Righetti
Maurizio Righetti

20 November 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
Andrea MenapaceAndrea Menapace
Andrea Menapace
Ariele ZanfeiAriele Zanfei
Ariele Zanfei
MFManuel Felicetti
Manuel Felicetti
DADiego Avesani
Diego Avesani
MRmaurizio righetti
maurizio righetti
Rudy GarganoRudy Gargano
Rudy Gargano
Developing data-driven models for bursts detection is currently a demanding challenge for efficient and sustainable management of water supply systems. The main limit in the progress of these models lies in the large amount of accurate data required. The aim is to present a methodology for the generation of reliable data, which are fundamental to train anomaly detection models and set alarms. Thus, the results of the proposed methodology is to provide suitable water consumption data. The presented procedure consists of stochastic modelling of water request and hydraulic pipes bursts simulation to yield suitable synthetic time series of flow rates, for instance, inlet flows of district metered areas and small water supply systems. The water request is obtained through the superimposition of different components, such as the daily, the weekly, and the yearly trends jointly with a random normal distributed component based on the consumption mean and variance, and the number of users aggregation. The resulting request is implemented into the hydraulic model of the distribution system, also embedding background leaks and bursts using a pressure-driven approach with both concentrated and distributed demand schemes. This work seeks to close the gap in the field of synthetic generation of drinking water consumption data, by establishing a proper dedicated methodology that aims to support future water smart grids.