Experimental simulation of shoreface nourishments under storm events: A morphological,hydrodynamic, and sediment grain size analysis     

F. Grasso  H. MichalletE. Barthélemy 《Coastal Engineering》2011

This study focuses on barred beach shoreface nourishments physically simulated in a wave flume. The attack of a schematic storm on three different nourishments is analysed. The apex and waning storm phases lead respectively to offshore and onshore sediment transports. Nourishments in the trough and on the outer bar feed the bar and increase wave dissipation offshore. The bar acts as a wave filter and reduces shore erosion (lee effect). In contrast, nourishment on the beach face leads mostly to shore feeding and reconstruction (feeder effect). With successive nourishments, the beach face clearly becomes steeper and onshore sediment transport is reduced during moderate wave climates. The surface grain size analysis reveals marked variations. Coarser sediments are sorted on the bar and the upper beach face. These locations correspond to large wave dissipation zones during the storm apex.  相似文献   

Triggered earthquakes as stress gauge: Implication for the uppercrust behavior in the Grenoble area,France     

J. -R. Grasso  F. Guyoton  J. Fréchet  J. -F. Gamond 《Pure and Applied Geophysics》1992,139(3-4):579-605

A sequence of moderate shallow earthquakes (3.5M _L5.3) was located within the Vercors massif (France) in the period 1961–1984. This subalpine massif has been a low seismic area for at least 5 centuries. During the period 1962–1963, 12 shallow earthquakes occurred in the neighborhood (10 km) of the Monteynard reservoir, 30 km south of the city of Grenoble. The latest fourM _L4.0 earthquakes occurred in 1979–1984 either at larger distance (35 km) or greater depth (10 km) from the reservoir. Two triggering mechanisms are suggested for this sequence: (i) the direct effect of elastic loading through either increased shear stress or strength reducing by increased pore pressure at depth; (ii) the pore pressure diffusion induced by poroelastic stress change due to the reservoir filling.The weekly water levels, local balanced geological cross sections, and focal mechanisms argue for two types of mechanical connection between the earthquake sequence and the filling cycles of the Monteynard reservoir. The seismic sequence started with the 1962–1963 shallow earthquakes that occurred during the first filling of the reservoir and are typical of the direct effect of elastic loading. The 1979 deeper earthquake is located at a 10 km depth below the reservoir. This event occurred 16 years after the initial reservoir impoundment, but one month after the previous 1963 maximum water level was exceeded. Moreover the yearly reservoir level increased gradually in the period 1962–1979 and has decreased since 1980. Accordingly we suggest that the gradual diffusion of water from reservoir to hypocentral depths decreases the strength of the rock matrices through increased pore pressure. The transition between the two types of seismic response is supported by the analysis ofM _L3.5 earthquakes which all occurred in the period 1964–1971, ranging between 10 and 30 km distance from the reservoir. The three other delayed earthquakes of the 1961–1984 seismic sequence (M _L4 during the 1979–1984 period) are all located 35 km away from the reservoir. Based on the seismic activity, the estimates for the hydraulic diffusivities range between 0.2–10 m²/s, except for the first event that occurred 30 km north of the reservoir, the filling just started. The lack ofin situ measurements of crustal hydrological properties in the area, shared by most of the Reservoir-Induced-Seismicity cases, prevents us from obtaining absolute evidence for the triggering processes. These observations and conceptual models attest that previous recurrence times for moderate natural shocks (4.5M _L5.5) estimated within this area using historical data, could be modified by 0.1–1 MPa stress changes. These small changes in deviatoric stress suggest that the upper crust is in this area nearly everywhere at a state of stress near failure. Although the paucity of both number and size of earthquakes in the French subalpine massif shows that aseismic displacements prevail, our study demonstrates that triggered earthquakes are important tools for assessing local seismic risk through mapping fault zones and identifying their possible seismic behavior.  相似文献   

An ethical approach to climate adaptation finance     

Marco Grasso 《Global Environmental Change》2010,20(1):74-81

This article develops a framework of procedural and distributive justice specifically tailored to the international-level funding of adaptation based on the assumptions that the ethical contents of such funding should consist of a fair process which involves all relevant parties, that adaptation funds should be raised according to the responsibility for climate impacts, and that the funds raised should be allocated by putting the most vulnerable first. In particular, after underlining the usefulness and possibilities of an ethical approach to climate adaptation finance, the article, in defining the framework of justice, first explores and justifies principles of procedural and distributive justice, and on their basis advances fairness and equity criteria that serve as benchmarks for assessing the ethical contents of international adaptation funding. Then, in order to test the robustness and investigative potential of the framework of justice developed, the article uses its fairness and equity criteria to evaluate the procedural and distributive justness of some climate adaptation finance architectures.  相似文献   

Late tortonian—lower messinian (miocene) palaeogeography of SE Sicily: information from two new formations of the sorting group     

M. Grasso  F. Lentini  H.M. Pedley 《Sedimentary Geology》1982,32(4):279-300

A thick volcanoclastic, biohermal and lagoonal sequence of strata succeeds the Siracusa Limestone Member (Monti Climiti Formation) of SE Sicily. This overlying sequence may be divided into two new formations on the basis of lithostratigraphy, petrology and palaeontology. The older formation, here named the Carlentini Formation, is predominantly a thick volcanoclastic sequence but with two intervening carbonate horizons. Faunas are rare within the volcanic strata but may be abundant and associated with corals and patch-reefs within the two carbonate levels.The younger formation, here named the Monte Carrubba Formation, is almost exclusively composed of oolitic grainstones and lagoonal wackestones. Peritidal carbonates are developed in the northeast of the area. Faunas are frequently of low diversity. Euryhaline mollusc associations are dominant, although Pecten vigolenesis occurs in the lower beds.Collectively the new formations span the late Tortonian—lower Messinian time interval and may be correlated with the Calcare di Base of the main sicilian basin to the west.The palaeoenvironmental reconstruction suggests that both formations were deposited around the SW margins to a low island or landmass lying to the north of the Hyblean region.  相似文献   

The seismic microzonation of the city of Catania (Italy) for the maximum expected scenario earthquake of January 11, 1693     

S. Grasso  M. Maugeri 《Soil Dynamics and Earthquake Engineering》2009

Safety against earthquake hazards presents two aspects: structural safety against potentially destructive dynamic forces and site safety related to geotechnical phenomena, such as amplification, landsliding and soil liquefaction. The correct evaluation of seismic hazard is, therefore, highly affected by risk factors due to geological nature and geotechnical properties of soils. In response to these new developments, several attempts have been made to identify and appraise geotechnical hazards and to represent them in the form of zoning maps, in which locations or zones with different levels of hazard potential are identified. The geotechnical zonation of the subsoil of the city of Catania (Italy) suggests a high vulnerability of the physical environment added to site amplification of the ground motion phenomena. The ground response analysis at the surface, in terms of time history and response spectra, has been obtained by some 1D equivalent linear models and by a 2D linear model, using a design scenario earthquake as input at the conventional bedrock. In particular, the study has regarded the evaluation of site effects in correspondence of the database of about 1200 boreholes and water-wells available in the data-bank of the Catania area. According to the response spectra obtained through the application of the 1D and 2D models, the city of Catania has been divided into some zones with different peak ground acceleration at the surface, to which corresponds a different value of the Seismic Geotechnical Hazard. A seismic microzoning map of the urban area of the city of Catania has been obtained. The map represents an important tool for the seismic improvement of the buildings, indispensable for the mitigation of the seismic risk.  相似文献   

The road map for seismic risk analysis in a Mediterranean city     

S. Grasso  M. Maugeri 《Soil Dynamics and Earthquake Engineering》2009

The seismic risk analysis evaluation in the Mediterranean area is one of the main tasks for the preservation of Cultural Heritage and for the sustainable development of Mediterranean cities. The Mediterranean area is characterised by a medium–high level of seismic risk, so that earthquakes are the major cause for the destruction of monuments, residential and industrial buildings. A case history regarding the seismic risk analysis for the city of Catania (Italy) is presented, since the city has been heavy damaged in the past by strong earthquakes such as the 1169 earthquake (XI MCS), the 1542 earthquake (IX MCS), the 1693 earthquake (XI MCS) and the 1818 earthquake (VIII MCS) etc., which caused several thousands of deaths. Fault modelling, attenuation laws, synthetic accelerograms, recorded accelerograms and site effects are considered for the evaluation of the seismic action. Vulnerability of physical environment, related to the presence of cavities and to seismic-induced landslides and liquefaction has been analysed, with special reference to the new modelling of such phenomena and to the application of models to given areas. Soil–structure Interaction has been analysed for some geotechnical works, such as shallow foundation and retaining wall, by means of physical and numerical modelling. The paper deals with the vulnerability of physical environment (landslides, liquefaction, etc.), while the road map continues with the analysis of vulnerability of monuments and buildings, with the aim of the estimation of the seismic resistance required to defend against the seismic action given by the scenario earthquake. For the mitigation of seismic risk, structural improvements of R.C. buildings with different methodology and techniques have been analysed, as well as the guideline for the strengthening of buildings. The work shows that the seismic risk of the city is not a summation of the seismic risk of each building, because the vulnerability of the urban system plays an important role on the seismic risk evaluation of a given city. To this aim the vulnerability of the road infrastructures, lifelines, and urban framework have been also analysed in the project.  相似文献   

On possible interpretations of the high energy electron–positron spectrum measured by the Fermi Large Area Telescope     

D. Grasso  S. Profumo  A.W. Strong  L. Baldini  R. Bellazzini  E.D. Bloom  J. Bregeon  G. Di Bernardo  D. Gaggero  N. Giglietto  T. Kamae  L. Latronico  F. Longo  M.N. Mazziotta  A.A. Moiseev  A. Morselli  J.F. Ormes  M. Pesce-Rollins  M. Pohl  M. Razzano  C. Sgro  G. Spandre  T.E. Stephens 《Astroparticle Physics》2009,32(2):140-151

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An INSPIRE-compliant open-source GIS for fire-fighting management     

Nives Grasso  Andrea Maria Lingua  Maria Angela Musci  Francesca Noardo  Marco Piras 《Natural Hazards》2018,90(2):623-637

Every year, there are almost 50,000 forest fires in Europe (127/day), which have burned an area equal to more than 450,000 ha. An effective management of forest fires is therefore fundamental in order to reduce the number of the fires and, especially, the related burned areas, preserving the environment and saving human lives. However, some problems still exist in the structure of information and in the harmonization of data and fire management procedures among different European countries. Pursuing the same interoperability aims, the European Union has invested in the development of the INSPIRE Directive (Infrastructure for Spatial Information in Europe) to support environmental policies. Furthermore, the EU (European Union) is currently working on developing ad hoc infrastructures for the safe management of forests and fires. Moving from this premises and following an analysis of the state of the art of information systems for forest fire-fighting, in the light of the end-user requirements, the paper presents the INSPIRE—compliant design of a geographical information system, implemented using open-source platforms.  相似文献   

Climate ethics at a multidisciplinary crossroads: four directions for future scholarship     

Ezra M. Markowitz  Marco Grasso  Dale Jamieson 《Climatic change》2015,130(3):465-474

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The nature of surface complexation: a continuum approach     

M. A. Butkus  Domenico Grasso 《Environmental Geology》2001,40(4-5):446-453

Received: 3 March 2000 · Accepted: 9 May 2000  相似文献