Welcome to the OA Earth-prints Repository!

Earth-Prints is an open archive created and maintained by Istituto Nazionale di Geofisica e Vulcanologia. This digital collection allows users to browse, search and access manuscripts, journal articles, theses, conference materials, books, book-chapters, web products.

The goal of our repository is to collect, capture, disseminate and preserve the results of research in the fields of Atmosphere, Cryosphere, Hydrosphere and Solid Earth. Earth-prints is young and growing rapidly. Check back often.

Please notice that some documents are protected by institutional policy. Please contact the authors for additional information.

Photo by @inspiredimages
Most viewed
Most downloaded
Recent Additions
  • ProductOpen Access
    Keys to risk management in the energy efficiency conversion of government buildings: the INGV NZEB case study
    Keys to risk management in the energy efficiency conversion of government buildings   1. The importance of risk management in the energy efficiency building conversion   The energy sector is an important part of any economy and the risks associated with it can be significant. Risk management is essential to ensure that the transition from conventional buildings to Near Zero Energy Buildings (NZEB) remains viable and sustainable. There are five key steps to effective risk management in the energy sector. 1. Identifying Risks: The first step in effective risk management is to identify and assess the risks in a NZEB building. This includes identifying potential sources of risk, such as market fluctuations, regulatory changes, and technological advances. It also involves assessing the likelihood of these risks occurring and their potential impact on operations.  2. Developing a Risk Strategy: Once the risks have been identified, it’s essential to develop a strategy for managing them. This involves creating processes and procedures to mitigate the risks and ensuring they are implemented effectively. This strategy should also include contingency plans so that if a risk occurs, it can be managed effectively. 3. Monitoring and Reviewing: Risk management isn’t a one-time process – it needs to be continuously monitored and reviewed to ensure it remains effective in dealing with changing circumstances or emerging risks. Regular reviews should be conducted to evaluate whether existing strategies are still appropriate or whether new ones need to be developed or existing ones modified or replaced. 4. Training & Awareness: Training employees about risk management is essential for ensuring its effectiveness across all departments within an organisation. Employees must be aware of what constitutes a risk and how best to manage it when it arises so that they can take appropriate action when required. 5. Communication: Effective communication between all departments within an organisation is critical for successful risk management, as it ensures everyone is aware of any potential risks and understands how they need to be handled when they arise. This also helps foster collaboration between teams when dealing with any issues related to risk management. In conclusion, effective risk management in NZEB building conversions is essential for ensuring its sustainability over time and avoiding costly mistakes or disruptions caused by unexpected events or circumstances arising from existing or emerging risks. By following these five key steps, organizations can ensure they have an effective strategy in place for managing risk in their operations now, as well as in the future.
  • PublicationOpen Access
    An initial volcanic hazard assessment of the Vestmannaeyjar Volcanic System: Impacts of lava flow and tephra deposit on Heimaey
    This work is the first step of a comprehensive long-term volcanic hazard assessment of the Vestmannaeyjar volcanic system focusing on critical infrastructure on Heimaey and is suitable for long-term planning during the quiescent time between eruptions. It can be further developed after more geologic mapping and dating of deposits has been made to include more knowledge of the eruptive history and the magmatic system and be refined after acceptable volcanic risk in Iceland has been defined. Probabilistic modeling of lava flows and tephra fall from potential future eruption scenarios is used to analyze how different eruption conditions produce hazards of different sizes from various locations. The impacts of the hazards on the community are quantified by considering their potential to destroy critical infrastructure and the resulting potential economic damage in the absence of mitigation actions. Eruption frequency for the Vestmannaeyjar volcanic system is low relative to the frequently active volcanoes of the Eastern Volcanic Zone. In the case of an eruption within the whole system there is only a 3–8% likelihood that a vent will open on Heimaey. In other words, there is a 92–97% likelihood that the next eruption within the volcanic system will not be on Heimaey. The most densely populated parts of Heimaey in the north and around the harbor are the most vulnerable to Moderate and Large lava flows originating on the island. Almost all infrastructure on the island is vulnerable to lava inundation from a Large eruption originating anywhere on the island. Half of the Heimaey residence roofs are at risk of collapsing due to tephra load within six days of some Moderate sized eruptions only if an eruption occurs on or close to Heimaey; if the winds promote transport over the island; and if the tephra is wet (as precipitation adds to the mass). Mitigation actions have proved to be extremely beneficial and the experiences from the 1973 eruption should be relied on to help with future actions. Pre-eruption mitigation can occur in a variety of ways including Civil Protection contingency planning, building up specialist knowledge and within vulnerable communities and via land-use planning.
  • PublicationOpen Access
    3D seismic velocity models from local earthquake tomography furnish new insights on the Mount Etna volcano (Southern Italy)
    We present a new seismotomography investigation providing a 3-D overall model of Vp, Vs and Vp/ Vs for Mt. Etna, the largest and most active volcano in Europe. We estimated and jointly evaluated P-and S-wave velocity patterns together with the Vp/Vs ratio, particularly useful to discriminate the presence of groundwater, gas, and melts and thus very precious for volcano investigations. We applied the LOTOS software to ~ 4600 crustal earthquakes that occurred in the Etnean area during the last 26 years, the longest time-interval ever analysed for Mt. Etna. This wide dataset has allowed us to characterize the volcano velocity structure getting over possible singularities due to specific eruptive phases. Our results further refined the high velocity body widely recognized in the southeastern sector of Mt. Etna by furnishing new clues on the possible former magma pathways. Moreover, the obtained 3D seismic velocity model depicted new anomalies revealing the presence of: (i) two shallow underground aquifers in the northern Etnean sector; (ii) a volume of strongly fractured rocks filled of fluids along the eastern flank; (iii) a quite deep region of probable fluid accumulation apparently not linked to the volcanic activity in the western sector. Seismic tomography based on arrival times of the P-and S-waves from local earthquakes is a powerful tool actively used for studying volcanic systems. For several volcanoes around the world, tomography allowed to successfully reconstruct the shallow-depth volcanic structure (see e.g., Refs. 1-4). Tomographic analyses have furnished, in particular, accurate pictures of the feeding systems and very precious constraints for modelling the volcanic processes also highlighting that each volcano has some peculiar features that makes it unique. In the last decades, tomographic studies have strongly benefited from the strengthening of seismic networks and computational progresses that, particularly for volcanic regions, allowed to carefully reconstruct 3D velocity models by furnishing P-and S-wave velocities and the Vp/Vs ratio, a key parameter to discriminate the presence of groundwater, gas, and melts (Refs. 5-7 , among others). On these grounds, in the present study we collected data from more than 4600 earthquakes recorded between 1997 and 2022 in order to perform a new tomographic inversion of Mt. Etna (South Italy) by applying the software LOTOS 8. Mt. Etna is the largest and most active volcano in Europe 9. It is a composite strato-volcano rising 3300 m above the sea level in eastern Sicily (Fig. 1). Mt. Etna is located at the intersection between several major structural units, where the Apennine-Maghrebian thrust belt, the Hyblean Plateau of the Africa foreland and extensional structures on the western side of the Ionian basin coexist (Fig. 1). Its activity primarily consists of nearly continuous degassing from summit craters, strombolian phases of highly variable intensity, and frequent basaltic lava flows, representing a main source of volcanic hazard in the area. Moreover, flank eruptions during which the magma bypasses the central plumbing system, intrudes as dikes and erupts along the volcano flanks, periodically occur. This kind of event produces a massive deformation affecting the entire morphology of the edifice (e.g., Refs. 10-12). In particular, in the last decade it has experienced a significant increase in eruption frequency together with the development of some of the most energetic paroxysmal sequences recorded at Mt. Etna in recent times 13. These include the three-year-long sequence of lava fountaining occurred between 2011 and 2013 14 and the very recent sequence of eruptions that took place between December 2020 and February 2022 15. Moreover, also during the writing of this paper, some episodes of explosions with ash emissions were recorded.
  • PublicationOpen Access
    Tettonica attiva nell'area del bacino di Sulmona
    (2005-05-27) ;
    Gori, S.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia
    ;
    Active normal faults and fault systems potentially responsible for earthquakes with Magnitude up to 7 have been detected in the central Apennines since the 90s of the last century. Strong historical earthquakes have been associated to some active faults by means of paleoseismological analysis or by the comparison between the damage distribution and the fault geometry. On the other hand, several faults showing evidence of Late Quaternary activity cannot be related to high-magnitude historical earthquakes and are therefore defined as silent. The level of hazard associated to these silent faults is commonly considered as high. Within this light, the fault affecting the south-western slope of Mt. Morrone, in the Abruzzi Apennines, can certainly be considered as silent. Indeed, this tectonic structure, made of two parallel, northwest-southeast trending fault segments, is considered as potentially responsible for M ≥ 6.5 earthquakes, but its last activation probably occurred about 1,800 years ago, in the 2nd century AD. Geological and geomorphological surveys have been performed along the Mt. Morrone south-western slope in order to achieve data useful for the definition of (i) the kinematics and (ii) the slip rate of the mentioned fault system. Our analyses allowed us to confirm that this tectonic structure is characterized by a mainly normal kinematics with a minor left-lateral oblique component, fitting an about N 20° trending extensional deformation. The slip rate of the westernmost fault segment has been estimated through the offset of three orders of alluvial fan deposits attributed to the late Pleistocene by means of radiocarbon dating and tephrochronological age determinations. The slip rate estimate ranges between 0.27 and 0.36 mm/yr. The lack of displaced deposits in the footwall of the fault has hindered the estimation of the slip rate related to the eastern fault segment. The geometry of the two fault segments allowed us to hypothesize that they probably represents the splaying at surface of the same deep-seated fault. Therefore, assuming an ditribution of the slip between the two fault segments, a total slip rate for the Mt. Morrone fault system ranging between 0.54 and 0.72 mm/yr may be defined. Moreover, our observations allowed us to confirm that the maximum expected magnitude of an earthquake which may originate along this ~21,5 km-long fault system, according to Wells and Coppersmith (1994), is ~ 6.6.