Assessment of Social Vulnerability to Floods in the Floodplain of Northern Italy
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GRANDI DIGHE EMILIA-ROMAGNA A) Elenco Dighe (Tabella N
ALLEGATO N. 2 – GRANDI DIGHE EMILIA-ROMAGNA a) Elenco Dighe (Tabella n. 2 schema DPC) b) Tabella elenco Comuni con codice ISTAT e diga cui afferiscono TABELLA N°2 DIGHE DI R ILIEVO NAZIONALE GRANDI DIGHE EMILIA-ROMAGNA Volume L. Quota max. Quota Volume Fiume - Bacino Altezza NOME DIGA COMUNE PROV. Uso Classifica 584/94 (mil. regolazione Autorizz. (m Lat. Long. Autorizz. Concessionario Ente gestore Comuni a valle della diga afferente L.584/94 (m) m3) (m s.m.) s. m.) (mil. M3) Sambuca Pistoiese (PT), Castel di Casio, Alto Reno Terme, Gaggio Limentra di Volte sostenute da ENEL GREEN ENEL GREEN PAVANA Castel di Casio BO Idroelettrico 52 0,9 470 466,7 44,11839 11,00353 montano, Grizzana Morandi, Vergato, Sambuca - Reno contrafforti POWER POWER Marzabotto, Sasso Marconi, Casalecchio di Reno, Bologna Castelfranco Emilia, Modena, San Traversa in PANARO San Cesario sul Panaro MO Panaro - Po Laminazione piene 15,85 22,3 40,83 29,29 44,60936 11,00876 - AIPO Cesario sul Panaro, Nonantola, calcestruzzo Bomporto. Scoltenna - Calcestruzzo a ENEL GREEN ENEL GREEN Riolunato, Montecreto, Lama Mocogno, RIOLUNATO Riolunato MO Idroelettrico 24 0,108 656,99 656,24 44,23741 10,65217 0,072 Panaro Po gravità ordinaria POWER POWER Pavullo nel Frignano, Sestola, Montese. Traversa in Campogalliano, Modena, Rubiera, SECCHIA Campogalliano RE Secchia - Po Laminazione piene 9,02 2,8 46,27 44 44,6579 10,8153 - AIPO calcestruzzo Soliera, Bastiglia. Ferriere, Ottone, Cerignale, Corte Gravità ordinaria in Brugnatella, Bobbio, Coli, Calendasco, ENEL GREEN ENEL GREEN BOSCHI Ferriere PC Aveto - Trebbia Po Idroelettrico muratura di 35,6 1,45 615,5 - 44,58626 9,41945 Gazzola, Gossolengo, Gragnano POWER POWER pietrame con malta Trebbiense, Piacenza, Rivergaro, Rottofreno, Travo. -
Enhancing the Resilience to Flooding Induced by Levee Breaches In
Nat. Hazards Earth Syst. Sci., 20, 59–72, 2020 https://doi.org/10.5194/nhess-20-59-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Enhancing the resilience to flooding induced by levee breaches in lowland areas: a methodology based on numerical modelling Alessia Ferrari, Susanna Dazzi, Renato Vacondio, and Paolo Mignosa Department of Engineering and Architecture, University of Parma, Parco Area delle Scienze 181/A, 43124 Parma, Italy Correspondence: Alessia Ferrari ([email protected]) Received: 18 April 2019 – Discussion started: 22 May 2019 Revised: 9 October 2019 – Accepted: 4 December 2019 – Published: 13 January 2020 Abstract. With the aim of improving resilience to flooding occurrence of extreme flood events (Alfieri et al., 2015) and and increasing preparedness to face levee-breach-induced in- the related damage (Dottori et al., 2018) in the future. undations, this paper presents a methodology for creating a Among the possible causes of flooding, levee breaching wide database of numerically simulated flooding scenarios deserves special attention. Due to the well-known “levee ef- due to embankment failures, applicable to any lowland area fect”, structural flood protection systems, such as levees, de- protected by river levees. The analysis of the detailed spa- termine an increase in flood exposure. In fact, the presence tial and temporal flood data obtained from these hypothetical of this hydraulic defence creates a feeling of safety among scenarios is expected to contribute both to the development people living in flood-prone areas, resulting in the growth of of civil protection planning and to immediate actions during settlements and in the reduction of preparedness and hence a possible future flood event (comparable to one of the avail- in the increase in vulnerability in those areas (Di Baldassarre able simulations in the database) for which real-time mod- et al., 2015). -
Flood Loss Modelling with FLF-IT: a New Flood Loss Function for Italian Residential Structures
Nat. Hazards Earth Syst. Sci. Discuss., doi:10.5194/nhess-2017-92, 2017 Manuscript under review for journal Nat. Hazards Earth Syst. Sci. Discussion started: 6 March 2017 c Author(s) 2017. CC-BY 3.0 License. Flood loss modelling with FLF-IT: A new Flood Loss Function for Italian residential structures Roozbeh Hasanzadeh Nafari1,2, Mattia Amadio3,4, Tuan Ngo5 and Jaroslav Mysiak3,4 1Centre for Disaster Management and Public Safety (CDMPS), Department of Infrastructure Engineering, University of 5 Melbourne, Melbourne, 3010, Australia 2Bushfire & Natural Hazards Cooperative Research Centre, Melbourne, 3002, Australia 3Fondazione Eni Enrico Mattei (FEEM) and Euro-Mediterranean Centre on Climate Change (CMCC), San Giorgio Maggiore, Venice, Italy 4Ca’ Foscari University, Venice Centre for Climate Studies (VICCS), Venice, Italy 10 5Director of the Advanced Protective Technologies for Engineering Structures (APTES) Group, Department of Infrastructure Engineering, University of Melbourne, Melbourne, 3010, Australia Correspondence to: R. Hasanzadeh Nafari ([email protected]) Abstract. The damage triggered by different flood events costs the Italian economy millions of dollars each year. This cost is likely to increase in the future due to climate variability and economic development. In order to avoid or reduce such 15 significant financial losses, risk management requires tools which can provide a reliable estimate of potential flood impacts across the country. Flood loss functions are an internationally accepted method for estimating physical flood damage in urban areas. In this study, we derived a new Flood Loss Function for Italian residential structures (FLF-IT), on the basis of empirical damage data collected from a recent flood event in the region of Emilia-Romagna. -
Social and Material Vulnerability in the Face of Seismic Hazard: an Analysis of the Italian Case
Social and material vulnerability in the face of seismic hazard: an analysis of the Italian case Oleksandr Didkovskyiy;], Giovanni Azzone∗;], Alessandra Menafoglioy, Piercesare Secchiy;] y MOX - Dipartimento di Matematica, Politecnico di Milano, Italy ∗ Dipartimento di Ingegneria Gestionale, Politecnico di Milano, Italy ] Center for Analysis, Decisions and Society, Human Technopole, Italy Abstract The assessment of the vulnerability of a community endangered by seismic hazard is of paramount importance for planning a precision policy aimed at the prevention and reduction of its seismic risk. We aim at measuring the vulnerability of the Italian municipalities exposed to seismic hazard, by analyzing the open data offered by the Mappa dei Rischi dei Comuni Italiani provided by ISTAT, the Italian National Institute of Statistics. Encompassing the Index of Social and Material Vulnerability already computed by ISTAT, we also consider as referents of the latent social and material vulnerability of a community, its demographic dynamics and the age of the building stock where the community resides. Fusing the analyses of different indicators, within the context of seismic risk we offer a tentative ranking of the Italian municipalities in terms of their social and material vulnerability, together with differential profiles of their dominant fragilities which constitute the basis for planning precision policies aimed at seismic risk prevention and reduction. 1 Introduction After the tragic sequence of earthquakes near Amatrice in 2016, the Italian government set up the Casa Italia task force1 to develop a plan for housing and land care directed to the better protection of citizens, and public and private goods, against natural risks. One of the first activities of Casa Italia was aimed at integrating and enhancing the rich information on natural risks already available as the result of numerous and continuing investigations carried out by several national institutions2. -
Appraisal of Active Deformation from Drainage Network and Faults: Inferences from Non-Linear Analysis
CORE Metadata, citation and similar papers at core.ac.uk Provided by Archivio istituzionale della ricerca - Università di Modena e Reggio Emilia Appraisal of active deformation from drainage network and faults: inferences from non-linear analysis Saima Siddiqui, Mauro Soldati & Doriano Castaldini Earth Science Informatics ISSN 1865-0473 Volume 8 Number 1 Earth Sci Inform (2015) 8:233-246 DOI 10.1007/s12145-014-0156-4 1 23 Your article is protected by copyright and all rights are held exclusively by Springer- Verlag Berlin Heidelberg. This e-offprint is for personal use only and shall not be self- archived in electronic repositories. If you wish to self-archive your article, please use the accepted manuscript version for posting on your own website. You may further deposit the accepted manuscript version in any repository, provided it is only made publicly available 12 months after official publication or later and provided acknowledgement is given to the original source of publication and a link is inserted to the published article on Springer's website. The link must be accompanied by the following text: "The final publication is available at link.springer.com”. 1 23 Author's personal copy Earth Sci Inform (2015) 8:233–246 DOI 10.1007/s12145-014-0156-4 RESEARCH ARTICLE Appraisal of active deformation from drainage network and faults: inferences from non-linear analysis Saima Siddiqui & Mauro Soldati & Doriano Castaldini Received: 12 April 2013 /Accepted: 3 March 2014 /Published online: 25 March 2014 # Springer-Verlag Berlin Heidelberg 2014 Abstract This investigation reveals the relative susceptibility Keywords Drainage network . Fractal dimension . -
Spatiotemporal Pattern of Social Vulnerability in Italy
Int J Disaster Risk Sci (2018) 9:249–262 www.ijdrs.com https://doi.org/10.1007/s13753-018-0168-7 www.springer.com/13753 ARTICLE Spatiotemporal Pattern of Social Vulnerability in Italy 1 2 1 1 Ivan Frigerio • Fabio Carnelli • Marta Cabinio • Mattia De Amicis Published online: 30 April 2018 Ó The Author(s) 2018 Abstract Evaluation of social vulnerability (SV) against periods. The SVI of many areas in the center and the south natural hazards remains a big challenge for disaster risk of the peninsula remained stable, and the people living reduction. Spatiotemporal analysis of SV is important for there have continued to be potentially vulnerable to natural successful implementation of prevision and prevention hazards. measures for risk mitigation. This study examined the spatiotemporal pattern of SV in Italy, and also analyzed Keywords Bivariate Moran’s index Á Cluster socioeconomic factors that may influence how the Italian analysis Á Italy Á Natural hazards Á Social vulnerability population reacts to catastrophic natural events. We iden- tified 16 indicators that quantify SV and collected data for the census years 1991, 2001, and 2011. We created a social 1 Introduction vulnerability index (SVI) for each year by using principal component analysis outputs and an additive method. Reading the special report of the IPCC (2012)on Exploratory spatial data analysis, including global and Managing the Risks of Extreme Events and Disasters to local autocorrelations, was used to understand the spatial Advance Climate Change Adaptation and the more recent patterns of social vulnerability across the country. Specif- Climate Change 2014: Impacts, Adaptation, and Vulnera- ically, univariate local Moran’s index was performed for bility (IPCC 2014), it is evident that remarkable progress in the SVI of each of the three most recent census years in research has been made in integrating social vulnerability, order to detect changes in spatial clustering during the natural hazards, and climate change. -
R E G O L a M E N T O
R E G O L A M E N T O REGOLAMENTO PER LA DISCIPLINA DELLA RACCOLTA DEI FUNGHI EPIGEI SPONTANEI NEL TERRITORIO DELLE COMUNITA’ MONTANE DEL FRIGNANO, APPENNINO MODENA OVEST E DEL PARCO REGIONALE DELL’ALTO APPENNINO MODENESE DISCIPLINA DELLA RACCOLTA+++++++++ DEI FUNGHI EPIGEI SPONTANEI NEI TERRITORI DEI PARCHI REGIONALI DELL’ALTO APPENNINO MODENESE E DEI SASSI DI ROCCAMALATINA, DELLE UNIONI DEI COMUNI DEL Atto approvato con: FRIGNANO E DEL DISTRETTO CERAMICO/SUB-AMBITO - MONTANODeliberazione VALLI del DOLO,Consiglio DRAGONE della Comunità E SECCHIA, DEI COMUNI Montana del Frignano n.____ in data_________. DI PRIGNANO, GUIGLIA, MARANO, ZOCCA, MONTESE - Deliberazione del Consiglio della Comunità Montana Appennino Modena Ovest n.____ in data_________. - Deliberazione del Consiglio del Consorzio del Parco Regionale dell’Alto Appennino Modenese n.___ in data______________. TITOLO I Finalità e principi generali Art. 1 - Finalità. Art. 2 - Ambito territoriale. Art. 3 - Definizioni. Art. 4 - Esercizio delle funzioni. Art. 5 - Aree di raccolta. Art. 6 - Procedure per la delimitazione delle aree di raccolta. TITOLO II Autorizzazione e divieti alla raccolta Art. 7 - Autorizzazione alla raccolta. Art. 8 - Modalità di raccolta. Art. 9 - Raccolta effettuata dai residenti nei comuni montani. Art. 10 - Raccolta effettuata dai non residenti nei comuni montani. Art. 11 - Raccolta su fondi in proprietà o in gestione. Art. 12 - Raccolta ai fini economici. Art. 13 - Raccolta ai fini scientifici. Art. 14 - Convenzioni con i privati. Art. 15 - Divieti alla raccolta. TITOLO III Vigilanza - Prevenzione - Controlli Art. 16 - Vigilanza. Art. 17 - Sanzioni. Art. 18 - Procedure per l’irrogazione delle sanzioni amministrative. TITOLO I Finalità e principi generali Art. -
Pedalate I Migliori Itinerari Ciclistici Della Provincia Di Modena
15 escursioni in libertà Pedalate i migliori itinerari ciclistici della provincia di Modena ciclovie dei parchi e dei fiumi itinerario 11 Modena-Formigine-Sassuolo Percorso Natura Secchia / Primo percorso: da Modena al Pescale Lunghezza 34,7 km Tempo di percorrenza 3 ore Fondo sterrato, sentiero, asfalto Dislivello 100 m Partenza Modena, Ponte Alto (43 m s.l.m.) Difficoltà km 20,3 trepassato l’ulteriore frantoio si costeggia il campo Descrizione volo per aereomodelli e ci si immette sullo stradello A Modena, in località Ponte Alto, si imbocca l’argine ghiaiato che ci accompagna fino al sottopasso della destro del Secchia (cartello “via Metastasio” - cate- strada statale n° 467 di Scandiano. Da qui in breve na) incontrando subito il cippo n° 41. Si inizia a risa- al campo calcio di Borgo Venezia (Sassuolo). Dopo lire il corso del fiume accompagnati dal susseguirsi aver scavalcato il torrente Vallurbana su ponticello di km 31,8 regolare e decrescente dei pilastrini in cemento e, legno, si arriva nei pressi di San Michele (sottopas- km 4,5 2.40 ore giunti in prossimità dei Tre Olmi e del cippo n° 19, saggio per il centro del paese), da cui in breve alla 20 min si ignora sulla destra la sterrata che porta al nuovo km 32,8 traversa di Castellarano, che permette di portarsi ponte in ferro della Barchetta e si tira diritto su fon- sul lato opposto del fiume per una visita al centro km 6,5 do ghiaiato. Tra pioppeti e vigne si sottopassa l’au- storico del paese e per un eventuale anello ciclistico tostrada e si arriva all’inizio dello stradello Cenna, sulla pista ciclabile che percorre la sponda reggiana km 6,8 nei pressi della trattoria La Piola. -
Recent Morphological Changes of the River Panaro (Northern Italy)
Il Quaternario Italian Journal of Quaternary Sciences 21(1B), 2008 - 267-278 RECENT MORPHOLOGICAL CHANGES OF THE RIVER PANARO (NORTHERN ITALY) Doriano Castaldini* & Alessandro Ghinoi* *Dipartimento di Scienze della Terra, Università degli Studi di Modena e Reggio Emilia, Largo S. Eufemia 19, I-41100 Modena, Italy e-mail: [email protected] ABSTRACT: Castaldini D. & Ghinoi A., Recent morphological changes of the River Panaro (Northern Italy) (IT ISSN 0394-3356, 2008). This paper describes the morphological changes of the River Panaro from the 19t h century to date and provides the relationships between human activity and stream geomorphology. The studies were carried out using historical documents and maps, aerial and satellite imagery taken on various dates, digital treatment of maps and orthophotographs and field surveys. The River Panaro has a catchment basin of 1,784 km2 and collects waters from the central section of the Northern Apennines. It starts from the confluence of the Scoltenna and Leo torrents and flows down through Modena Apennines for some 63 km. It then makes its way across the Po Plain for 85 km until it joins the River Po. In the Po Plain it flows across two distinct sectors with different morpho- logical characteristics: in the upper sector the river runs deep in the alluvial plain, whereas in the mid-lower part it is elevated above the level of the plain, contained within artificial embankments. In the Panaro valley, from the 1930s to the 1950s, the river showed a braided pattern which occupied almost the entire flat valley floor. Important changes occurred later, due to the downcutting and narrowing of the active channel, which have continued until the present day. -
Unita' Territoriali Di Gestione
UNITA’ TERRITORIALI DI GESTIONE FORLI'-CESENA UNITA' TERRITORIALI DI GESTIONE STARNA E PERNICE ROSSA ATC FO 3 COMUNE SASP CONFINI Nord: confine comunale Verghereto; Est: confine comunale 1 VERGHERETO 8,731 Verghereto; Sud: confine comunale Verghereto; Ovest: confine comunale Verghereto UNITA' TERRITORIALI DI GESTIONE STARNA E PERNICE ROSSA ATC FO 5 COMUNE SASP CONFINI Nord: confine ATC FO5; Est: dalla SP26 loc. Vigna lungo la BAGNO DI R. 1,876 direttrice Tezzo, Panicaglia, Molino Taggetta, M. delle Petrose, 1 M. Riccio, Casanova; Sud: confine ATC FO5; Ovest: confine ATC SANTA SOFIA 4,978 FO5 SASP TOT. 6,854 COMUNE SASP CONFINI Nord: confine ATC FO5; Est: confine ATC FO5; Sud: confine ATC BAGNO DI R. 9,268 FO5; Ovest: dalla SP26 loc. Vigna lungo la direttrice Tezzo, 2 Panicaglia, Molino Taggetta, M. delle Petrose, M. Riccio, SANTA SOFIA 1,884 Casanova SASP TOT. 11,152 UNITA' TERRITORIALI DI GESTIONE STARNA E PERNICE ROSSA ATC FO 6 COMUNE SASP CONFINI CIVITELLA DI R. 3,904 Nord: confine ATC FO6; Est: confine ATC FO6 ; Sud: confine 1 GALEATA 4,307 ATC FO6; Ovest: confine ATC FO6 PREDAPPIO 167 SASP TOT. 8,378 UNITA' TERRITORIALE DI GESTIONE 1 - ATC FO03 UNITA' TERRITORIALE DI GESTIONE 1 - ATC FO05 UNITA' TERRITORIALE DI GESTIONE 2 - ATC FO05 UNITA' TERRITORIALE DI GESTIONE 1 - ATC FO06 MODENA UNITA' TERRITORIALI DI GESTIONE PERNICE ROSSA ATC MO2 UNITA' TERRITORIALE Comune SASP CONFINI DI GESTIONE 1 Montese 7093,74 Nord: confine comunale di Montese; Est: confine comunale di Montese; Sud: confine comunale di Montese; Ovest: confine comunale di Montese e confine AFV "La Selva". -
P13 Copertina R OK C August 20-28,2004 Florence -Italy
Volume n° 3 - from D01 to P13 32nd INTERNATIONAL GEOLOGICAL CONGRESS LANDSLIDES OF THE EMILIA APENNINES Leader: G. Bertolini Associate Leaders: M.T. De Nardo, G. Larini, M. Pizziolo Field Trip Guide Book - P13 Field Trip Florence - Italy August 20-28, 2004 Post-Congress P13 P13_copertina_R_OK C 14-06-2004, 14:29:46 The scientific content of this guide is under the total responsibility of the Authors Published by: APAT – Italian Agency for the Environmental Protection and Technical Services - Via Vitaliano Brancati, 48 - 00144 Roma - Italy Series Editors: Luca Guerrieri, Irene Rischia and Leonello Serva (APAT, Roma) English Desk-copy Editors: Paul Mazza (Università di Firenze), Jessica Ann Thonn (Università di Firenze), Nathalie Marléne Adams (Università di Firenze), Miriam Friedman (Università di Firenze), Kate Eadie (Freelance indipendent professional) Field Trip Committee: Leonello Serva (APAT, Roma), Alessandro Michetti (Università dell’Insubria, Como), Giulio Pavia (Università di Torino), Raffaele Pignone (Servizio Geologico Regione Emilia-Romagna, Bologna) and Riccardo Polino (CNR, Torino) Acknowledgments: The 32nd IGC Organizing Committee is grateful to Roberto Pompili and Elisa Brustia (APAT, Roma) for their collaboration in editing. Graphic project: Full snc - Firenze Layout and press: Lito Terrazzi srl - Firenze P13_copertina_R_OK D 25-05-2004, 13:13:08 Volume n° 3 - from D01 to P13 32nd INTERNATIONAL GEOLOGICAL CONGRESS LANDSLIDES OF THE EMILIA APENNINES (NORTHERN ITALY) AUTHORS: G. Bertolini1, M. Pizziolo2 LEADER: G. Bertolini1 ASSOCIATE LEADERS: M.T. De Nardo2, G. Larini3, M. Pizziolo2 1Regione Emilia-Romagna, Servizio Tecnico dei bacini Enza e Sinistra Secchia - Italy 2Regione Emilia-Romagna, Servizio Geologico, Sismico e dei Suoli - Italy 3Regione Emilia-Romagna, Servizio Tecnico dei bacini Taro e Parma - Italy “DIREZIONE GENERALE AMBIENTE, DIFESA DEL SUOLO, DELLA COSTA E PROTEZIONE CIVILE. -
Geo-Risks in the Mediterranean and Their Mitigation
Geo-Risks in the Mediterranean and their Mitigation 1 Geo-Risks in the Mediterranean and their Mitigation Proceedings of the International Conference: GEORISKS IN THE MEDITERRANEAN AND THEIR MITIGATION University of Malta - Valletta Campus 20-21 July 2015 Organizing Committee Volume Edited by: Galea P., Borg Dr. Pauline Galea R.P., Farrugia D., Agius M.R., Dr. Sebastiano D‘Amico D'Amico S., Torpiano A., Bonello M.. Dr. Ruben P. Borg Dr. Matthew R. Agius Ms. Daniela Farrugia Prof. Alex Torpiano Dr. Marc Bonello Ms Ann-Marie Ellul Ms Alison Darmanin Ms. Lucienne Bugeja An international scientific conference organised jointly by the Seismic Monitoring and Research Unit, Department of Geoscience, Faculty of Science and Department of Civil and Structural Engineering, Faculty of the Built Environment, University of Malta. Part of the SIMIT project: Integrated civil protection system for the Italo-Maltese cross-border area. Italia-Malta Programme – Cohesion Policy 2007-2013 A sea of opportunities for the future Tender part-financed by the European Union European Regional Development Fund (ERDF) Co-financing rate: 85% EU Funds; 15% National Funds. Investing in your future. 2 Geo-Risks in the Mediterranean and their Mitigation Proceedings of the International Conference: GEORISKS IN THE MEDITERRANEAN AND THEIR MITIGATION Edited by: Galea P., Borg R.P., Farrugia D., Agius M.R., D'Amico S., Torpiano A., Bonello M. Published by Mistral Service sas, Via U. Bonino, 3, 98100 Messina (Italy) Printed by Gutenberg Press Ltd, Gudja Road, Tarxien, GXQ 2902, Malta, This book is distributed as an Open Access work. All users can download copy and use the present volume as long as the author and the publisher are properly cited.