Competitività in sostenibilità urbana e territoriale. L’Emilia Romagna, regione d’Europa

The thesis in Urban and Regional Geography titled “URBAN AND TERRITORIAL COMPETITIVENESS IN SUSTAINABILITY. EMILIA-ROMAGNA, REGION OF EUROPE” is divided into two sections. Section one is additionally composed by two chapters (chap. 1 and 2) and deals with theoretical and gnosiological issues. Section two, of two more chapters (chap. 3 and 4), provides practical contributions: these issues give explanatory patterns to interpret the performances of emiliano-romagnoli urban systems. Chapter one is an introductory chapter. It analyzes globalization that involves a larger and larger number of cities, rich or poor. It also considers the so called “digital divide” either as one of the major phenomena of this unhomogeneous development or as an interesting gnosiological and practical challenge of geography. Globalization is now involving all the cities, large or small, but the small ones have higher risks of exclusion: it depends on their more fragile socio-economic, cultural, and environmental urban structure. That’s why European Union (chapter two) promotes policies and endows politics to sustain cities, because urban systems are the basis for the territorial development. So, European, national and local Institutions are firmly interested in promoting urban and local interventions and projects. Section two deals with economic-geography methods, which consists on collecting indicators and the benchmarking methodology. It also specifically analyzes the urban systems of Emilia-Romagna. Consequences of the globalization on the cities are interpreted with a study of their local resources, intended as potentials for their development. The STeMA approach, proposed by Professor Maria Prezioso (University of Roma, “Tor Vergata”) and used by the ESPON (European Spatial Program Observation Network) project, describes the main “determinants” of the territorial and urban development. These are easily comparable to one another (similar or better performing). This approach achieves two goals. On one hand, it is possible to analyze every urban system in its all main characteristics and to preserve its historical and cultural factors. On another hand, each city is “knowable” and “understandable” by all scholars, as it is objectively comparable. So, urban planners can propose specific “multi-level” and “multi-varied” programs of governance. These will face globalization by exalting local empowerment.

Architettura delle centrali idroelettriche italiane 1910-1940. L'esperienza di Giovanni Muzio e Piero Portaluppi

Oggetto della ricerca è il tema dello spazio delle centrali idroelettriche costruite nella prima metà del Novecento dagli architetti Giovanni Muzio e Piero Portaluppi. L’individuazione del tema sorge dalla volontà di indagare quali siano stati gli sviluppi dal punto di vista architettonico all’interno di un genere così specifico durante un periodo di tempo in cui gli stili architettonici e le tendenze hanno subito stravolgimenti ed evoluzioni che ancora oggi trovano una difficile connotazione e definizione precisa. L’analisi dell’architettura delle centrali idroelettriche, effettuata ripercorrendo le principali vicende del settore idroelettrico dalla fine del secolo scorso al secondo dopoguerra, oltre a considerare il rapporto con il contesto territoriale e culturale del nostro Paese vuole prendere in considerazione anche il particolare rapporto che in più casi si è venuto a creare tra committenti e progettisti. Compito della tesi è rileggere un settore poco indagato finora e capire se vi sia stata effettivamente una evoluzione architettonica dal punto di vista tipologico o se la centrale sia stata sempre affrontata come semplice esercizio di “vestizione” di un involucro precostituito da precise esigenze tecniche. La ricerca infatti si pone come obiettivo lo studio delle centrali non solo dal punto di vista tipologico e spaziale dei suoi principali elementi, ma si pone come obiettivo anche lo studio della loro distribuzione nel sito in cui sono sorte, distribuzione che spesso ha portato alla formazione di una sorta di vera e propria “città elettrica”, in cui la composizione dei vari elementi segue una logica compositiva ben precisa. Dal punto di vista del contributo originale la ricerca vuole proporre una serie di riflessioni ed elaborati inerenti alcune centrali non ancora indagate. Nel caso specifico di Portaluppi l’apporto originale consiste nell’aver portato alla luce notizie inerenti centrali che sono sempre state poste in secondo piano rispetto le ben più note e studiate centrali della Val d’Ossola. Nel caso invece di Muzio il contributo consiste in una analisi approfondita e in una comparazione di documenti che di solito sono sempre stati pubblicati come semplice apparato iconografico, ma che messi a confronto danno una lettura di quelle che sono state le fasi e le elaborazioni progettuali apportate dall’autore. Il tema della ricerca è stato affrontato poi attraverso una lettura delle fonti dirette relative agli scritti degli autori, con una contemporanea lettura di testi, articoli e interventi tratti dalle riviste appartenenti al periodo in esame per comprendere al meglio il panorama culturale e architettonico che hanno fatto da scenario alle esperienze di entrambe le figure oggetto di studio. Infine la ricerca si è concentrata sull’analisi di alcune opere in particolare - due centrali idroelettriche per ciascun autore oggetto della tesi - scelte perché considerate rappresentative sia per impianto spaziale e tipologico, sia per le scelte compositive e stilistiche adottate. La lettura dei manufatti architettonici scelti è stata condotta con l’analisi di copie di elaborati grafici originali, foto d’epoca e altri documenti reperiti grazie ad una ricerca condotta in vari archivi. Le centrali scelte nell’ambito delle esperienze maturate da Muzio e Portaluppi sono state individuate per rappresentare il quadro relativo allo sviluppo e alla ricerca di un nuovo linguaggio formale da adottare nell’ambito dell’architettura di questi manufatti. Per entrambi i protagonisti oggetto della ricerca sono state individuate due centrali in grado di dare una visione il più possibile completa dell’evoluzione della tematica delle centrali idroelettriche all’interno della loro esperienza, prendendo in considerazione soprattutto gli aspetti legati all’evoluzione del loro linguaggio compositivo e stilistico. L’individuazione delle centrali da analizzare è stata dettata prendendo in considerazione alcuni fattori come il tipo di impianto, le relazioni e confronto con il contesto geografico e naturale e le soluzioni adottate.

Dimensionamento di invasi per il controllo dei deflussi nei bacini urbanizzati

Urbanization is a continuing phenomenon in all the world. Grasslands, forests, etc. are being continually changed to residential, commercial and industrial complexes, roads and streets, and so on. One of the side effects of urbanization with which engineers and planners must deal with, is the increase of peak flows and volumes of runoff from rainfall events. As a result, the urban drainage and flood control systems must be designed to accommodate the peak flows from a variety of storms that may occur. Usually the peak flow, after development, is required not to exceed what would have occurred from the same storm under conditions existing prior to development. In order to do this it is necessary to design detention storage to hold back runoff and to release it downstream at controlled rates. In the first part of the work have been developed various simplified formulations that can be adopted for the design of stormwater detention facilities. In order to obtain a simplified hydrograph were adopted two approaches: the kinematic routing technique and the linear reservoir schematization. For the two approaches have been also obtained other two formulations depending if the IDF (intensity-duration-frequency) curve is described with two or three parameters. Other formulations have been developed taking into account if the outlet have a constant discharge or it depends on the water level in the pond. All these formulations can be easily applied when are known the characteristics of the drainage system and maximum discharge that these is in the outlet and has been defined a Return Period which characterize the IDF curve. In this way the volume of the detention pond can be calculated. In the second part of the work have been analyzed the design of detention ponds adopting continuous simulation models. The drainage systems adopted for the simulations, performed with SWMM5, are fictitious systems characterized by different sizes, and different shapes of the catchments and with a rainfall historical time series of 16 years recorded in Bologna. This approach suffers from the fact that continuous record of rainfall is often not available and when it is, the cost of such modelling can be very expensive, and that the majority of design practitioners are not prepared to use continuous long term modelling in the design of stormwater detention facilities. In the third part of the work have been analyzed statistical and stochastic methodologies in order to define the volume of the detention pond. In particular have been adopted the results of the long term simulation, performed with SWMM, to obtain the data to apply statistic and stochastic formulation. All these methodologies have been compared and correction coefficient have been proposed on the basis of the statistic and stochastic form. In this way engineers which have to design a detention pond can apply a simplified procedure appropriately corrected with the proposed coefficient.

Classification algorithms for Intelligent Transport Systems

Intelligent Transport Systems (ITS) consists in the application of ICT to transport to offer new and improved services to the mobility of people and freights. While using ITS, travellers produce large quantities of data that can be collected and analysed to study their behaviour and to provide information to decision makers and planners. The thesis proposes innovative deployments of classification algorithms for Intelligent Transport System with the aim to support the decisions on traffic rerouting, bus transport demand and behaviour of two wheelers vehicles. The first part of this work provides an overview and a classification of a selection of clustering algorithms that can be implemented for the analysis of ITS data. The first contribution of this thesis is an innovative use of the agglomerative hierarchical clustering algorithm to classify similar travels in terms of their origin and destination, together with the proposal for a methodology to analyse drivers’ route choice behaviour using GPS coordinates and optimal alternatives. The clusters of repetitive travels made by a sample of drivers are then analysed to compare observed route choices to the modelled alternatives. The results of the analysis show that drivers select routes that are more reliable but that are more expensive in terms of travel time. Successively, different types of users of a service that provides information on the real time arrivals of bus at stop are classified using Support Vector Machines. The results shows that the results of the classification of different types of bus transport users can be used to update or complement the census on bus transport flows. Finally, the problem of the classification of accidents made by two wheelers vehicles is presented together with possible future application of clustering methodologies aimed at identifying and classifying the different types of accidents.

A Web GIS Decision Support System For Coastal Risk Assessment and Mitigation Planning

Coastal flooding poses serious threats to coastal areas around the world, billions of dollars in damage to property and infrastructure, and threatens the lives of millions of people. Therefore, disaster management and risk assessment aims at detecting vulnerability and capacities in order to reduce coastal flood disaster risk. In particular, non-specialized researchers, emergency management personnel, and land use planners require an accurate, inexpensive method to determine and map risk associated with storm surge events and long-term sea level rise associated with climate change. This study contributes to the spatially evaluation and mapping of social-economic-environmental vulnerability and risk at sub-national scale through the development of appropriate tools and methods successfully embedded in a Web-GIS Decision Support System. A new set of raster-based models were studied and developed in order to be easily implemented in the Web-GIS framework with the purpose to quickly assess and map flood hazards characteristics, damage and vulnerability in a Multi-criteria approach. The Web-GIS DSS is developed recurring to open source software and programming language and its main peculiarity is to be available and usable by coastal managers and land use planners without requiring high scientific background in hydraulic engineering. The effectiveness of the system in the coastal risk assessment is evaluated trough its application to a real case study.