Delle Rose M., Parise M., 2003, Il condizionamento di fattori geologico-strutturali e idrogeologici nella speleogenesi di grotte costiere del Salento,
XIX Congresso Nazionale di Speleologia, pp. 27–36, Bologna, Agosto 2003,
Abstract
La Penisola Salentina presenta come caratteristica principale del paesaggio carsico un elevato numero di grotte ...
La Penisola Salentina presenta come caratteristica principale del paesaggio carsico un elevato numero di grotte costiere. Il presente lavoro intende evidenziare il condizionamento dei fattori geologico-strutturali ed idrogeologici nello sviluppo speleogenetico di sistemi carsici lungo le coste del Salento. I litotipi affioranti nell'area, interessati da fenomeni carsici, coprono un arco temporale che va dal Cretaceo sup. al Pleistocene sup., con una serie di lacune stratigrafiche potenzialmente corrispondenti a fasi di sviluppo carsogenetico. La presenza di grotte, pur con differenze in numero e sviluppo planimetrico, interessa pressocchè tutte i litotipi carbonatici, con particolare riguardo ai calcari del Cretaceo e dell'Eocene, e alle calcareniti oligoceniche e plioceniche.
Partendo dall'analisi di alcuni dei principali sistemi carsici costieri del Salento, è stato condotto uno studio di carattere geologico-strutturale volto alla definizione delle caratteristiche litologiche degli ammassi rocciosi carbonatici e all'individuazione delle prevalenti famiglie di discontinuità. Queste ultime sono concentrate in sistemi probabilmente appartenenti ad almeno due generazioni, da mettere in relazione a differenti fasi di mobilità tettonica dell'area. Essi sembrano aver controllato la fase iniziale del processo carsico, e influenzato la genesi e lo sviluppo delle grotte costiere; l'evoluzione successiva di queste ultime, sino al raggiungimento della situazione attuale, risulta inoltre condizionato dall'interazione con l'azione erosiva del mare, combinata a sua volta a fenomeni di ipercarsismo e di bioerosione. E' infine da notare, a testimonianza del ruolo svolto dai fattori idrogeologici, che gran parte delle grotte costiere salentine risulta concentrata in corrispondenza di insenature lungo costa, con presenza di sorgenti.
PARISE M., QIRIAZI P., SALA S. & CARA G., 2003, Problemi di gestione e salvaguardia di ecosistemi carsici in Albania,
XIX Congresso Nazionale di Speleologia, Bologna, 2003,
DELLE ROSE M., FIDELIBUS C., INTERNÒ G. & PARISE M., 2003, The experience of southern Apulia (Italy) coastal karst aquifer_ indications for the management,
Sustainable planning and development, pp. 453–461, Skiathos, Grecia, 2003,
COE J.A., GODT J.W., PARISE M. & MOSCARIELLO A., 2003, Estimating debris-flow probability using fan stratigraphy, historic records, and drainage-basin morphology, Interstate 70 highway corridor, central Colorado, U.S.A.,
3rd International Conference on Debris Flow Mitigation, Davos, Svizzera, 2003,
CANNON S.H., GARTNER J.E., PARRETT C. & PARISE M., 2003, Wildfire-related debris-flow generation through episodic progressive sediment bulking processes, western USA,
3rd International Conference on Debris Flow Mitigation, Davos, Svizzera, 2003,
Davies, T.R., Deganutti, A.M., McSaveney, M.J., 2003, A high-stress rheometer for fragmenting rock.,
International Conference on Fast Slope Movements, Prediction and Prevention for Risk Mitigation., Napoli, 2003,
Abu-Zeid N., Bacchini M., Furlanis S., Gaspari E., Oddone E., Tagliavini F., Zannoni A., 2003, Debris-flow hazard assessment applying the resistivity imaging method_ case study of Cancia (Dolomites, northeastern Italy),
Third International Conference on Debris Flow Hazards Mitigation, Davos (CH), 2003,
Deganutti, A.M., Tecca P.R., Genevois, R., Galgaro, A., 2003, Field and laboratory study on the deposition features of a debris flow.,
Third International Conference on Debris Flow Hazards Mitigation, pp. 833–841, Davos (CH), Sept. 10-12, 2003,
Aricò C., Gaudio R., Miglio A., 2003, Experimental validation of DORA model for bed-load transport in storm sewers,
18th European Junior Scientist Workshop Sewer Processes and Networks, Almograve (Portugal), 2003,
Gaudio R., Miglio A., 2003, Critical deposit velocity in internally corrugated pipes,
18th European Junior Scientist Workshop Sewer Processes and Networks, Alomgrave (Portugal), 2003,
Sorriso-Valvo G. Marino, 2003, Landslides:from Inverntory to risk,
First European Conference on Landsldies, Prague, 2003,
DEI SVALDI A., MAZZUCCATO A., VILLI V., 2003, remedial measures for the debris.flow phenomena in South Tyrol area,
Fast slpoe movements prediction and prevention for risk mitigation, Napoli, 2003,
BACCHI B., GROSSI G., VILLI V., 2003, Meteorological interpretation of scaling properties of depth-duration.frequency curves,
Hydrofractals, Ascona, 2003,
Grimaldi S., Teles V., Bras R.L., 2003, Una procedura per considerare i primi due momenti della relazione pendenza-area drenante durante l?interpolazione di modelli digitali del terreno,
Conservazione dell?Ambiente e Rischio Idrogeologico, Assisi (Perugia), 2003,
Grimaldi S., Teles V., Bras R.L., 2003, Preserving first and second moments of the slope area relationship during the interpolation of digital elevation models,
New Frontiers in Hydrology, Princeton, USA, 2003,
S. Silvano, 2003, Pericolosità e rischio geologico in aree montane,
Spopolamento montano_ cause ed effetti, Innsbruk, 2003,
S. Silvano, 2003, Assessment of landslide risk and mitigation in mountain areas,
Sustinable development, global change and ecosystem, Brussel, 2003,
Pasuto, A., Corsini, A., Soldati, M.,, 2003, Le frane come indicatori di variazioni climatiche dal Tardiglaciale ad oggi nelle Dolomiti,
Risposta dei processi geomorfologici alle variazioni ambientali. Convegno Conclusivo, Bologna, 2003,
Panizza, M., Corsini, A., Marchetti, M., Pasuto, A., Silvano, S., Soldati, M., 2003, Landslide risk mapping in high mountains an example of pilot study in the Dolomites (Italy).,
Climate Changes, Active Tectonics and Related Geomorphic Effects in High Mountain Belts and Plateaux., Addis Ababa (Ethiopia), 2003,
Arattano, M. Marchi L., Deganutti A.M., 2003, Data acquisition and processing in a small debris flow prone catchment,
Interdisciplinary approaches in small catchment hydrology_ monitoring and research, Demänovská dolina, Slovakia, 25-28 September 2002,
Arattano M., Franzi L., 2003, Resistance laws for debris flow numerical simulation,
Debris-flow Hazards Mitigation - Mechanics, Prediction, and Assessment, Davos (CH), 2003,
Arattano M., 2003, Monitoring the presence of the debris flow front and its velocity through ground vibration detectors,
Debris-flow Hazards Mitigation - Mechanics, Prediction, and Assessment, Davos (CH), 2003,
D'Agostino V., Marchi L., 2003, Geomorphological estimation of debris-flow volumes in alpine basins,
Debris-flow hazards mitigation - Mechanics, Prediction, and Assessment, edited by Rickenmann D., Chen C., pp. 1097–1106. Rotterdam_ Millpress, 2003,
Ungaro, F., Calzolari, C., Tarocco, P., Giapponesi, A. and Sarno, G., 2003, Soil organic matter in the soils of the Emilia-Romagna Plain (NorthernI Italy): knowledge and management policies,
OECD Expert Meeting on Soil Organic Carbon Indicators for Agricultural Land, 15-18 October 2002, Ottawa, Canada, 2003,
Dambrosio D., Di Gregorio S., Iovine G., Lupiano V., Merenda L., Rongo R., Spataro W., 2003, The Curti-Sarno debris flow through cellular automata_ the model Sciddica (release S2),
27 (2003): 1577–1585.,
Dambrosio D., Di Gregorio S., Gabriele S., Gaudio R.,, 2003, A Cellular Automata Model for Soil Erosion by Water,
26(1) (2003): 33–39.,
Maggi I., Maraga F. & Ottone C., 2003, Erosive rains related to in-channel sediment delivery in a small alpine basin (north-western Italy).,
67 (2003): 91–98.,
Parise M. & Proietto G., 2003, III Convegno di Speleologia Pugliese.,
(2003): 131–132.,
Parise M., 2003, La Carta degli Antichi Acquedotti Italiani.,
(2003): 140–142.,
Parise M., 2003, Il Gruppo Puglia Grotte e lAlbania,
(2003): 45–50.,
Montenegro V. & Parise M., 2003, La Grotta dei Coralli a Gioia del Colle.,
(2003): 19–24.,
Villi, V., 2003, La riduzione delle portate media nell’alto bacino del fiume Adige e le possibili cause.,
26 (2003): 73–87.,
Iovine G. (1), Parise M. (2), 2003, Schema illustrato per la classificazione ed il rilievo dei danni da frana in aree urbane.,
Memorie della Societa Geologica Italiana (Testo stamp.) 57 (2003): 595–603.,
Abstract
Il rilevamento di dettaglio dei danni da frana ad edifici ed infrastrutture
antropiche in ambiente urbanizzato, ...
Il rilevamento di dettaglio dei danni da frana ad edifici ed infrastrutture
antropiche in ambiente urbanizzato, in combinazione con
l'analisi dei caratteri dell'instabilità geomorfologica, può fornire utili
elementi per la valutazione della vulnerabilità da frana. A tal fine, è stato
elaborato uno schema di classificazione dei danni da frana in ambito
urbano, che viene illustrato nel presente lavoro_ lo schema deriva
da un approccio interdisciplinare al problema, che ha visto coinvolti
negli scorsi anni geologi, geomorfologi ed ingegneri. Esso è stato già
applicato a numerosi casi di studio in settori franosi dell'Italia meridionale,
ed è caratterizzato da sette diversi gradi di danno - da «trascurabile
» (grado 1) sino a «crollo totale» (grado 7). I criteri utilizzati
per la classificazione vanno da valori soglia delle deformazioni osservate,
all'analisi complessiva del quadro fessurativo riscontrato. È da segnalare
che le strutture analizzate vengono classificate anche in base
alla tipologia costruttiva delle stesse_ in particolare, sono analizzate separatamente
le strutture portanti in muratura e quelle in cemento armato
(le due tipologie maggiormente diffuse). Sono inoltre forniti anche
alcuni suggerimenti relativi ai provvedimenti immediati ed agli
interventi necessari al ripristino e risanamento delle strutture (ove
questo risulti tecnicamente possibile e/o conveniente economicamente).
Arattano M., Franzi L., 2003, On the evaluation of debris flows dynamics by means of mathematical models,
Natural hazards and earth system sciences (Online) 3 (2003): 539–544. doi_10.5194/nhess-3-539-2003,
DOI: 10.5194%2Fnhess-3-539-2003
Abstract
The prediction of debris flow dynamic characteristics in a debris flow prone torrent is generally ...
The prediction of debris flow dynamic characteristics in a debris flow prone torrent is generally made through the investigation of past events. This investigation can be carried out through a survey of the marks left by past debris flows along the channel and through a detailed analysis of the type and shape of the deposits found on the debris fan. The rheological behaviour of future debris flows can then be inferred from the results of these surveys and their dynamic characteristics can be estimated applying well known formulas proposed in literature. These latter will make use of the assumptions on the rheological behaviour previously made. This type of estimation has been performed for a debris flow occurred in an instrumented basin, on the North-Eastern Italian Alps, in 1996 and the results have been compared to those obtained by means of a mathematical simulation. For the calibration of the mathematical model the limnographs recorded by three different ultrasonic gauges installed along a torrent reach on the fan were used. The comparison evidenced the importance of time data recordings for a correct prediction of the debris flows dynamics. Without the availability of data recordings, the application of formulas based only on assumptions derived from field analysis could be misleading.
Delle Rose M., Parise M.,, 2003, Le grotte di Ostuni in relazione alla locale serie stratigrafica,
Puglia grotte (2003): 53–62.,
Carrozzo M.T., Delle Rose M., De Marco M., Federico A., Forte F., Margiotta S., Negri S., Pennetta L., Simeone V.,, 2003, Pericolosità ambientale di allagamento nel Salento leccese,
Quaderni di geologia applicata 2 (2003): 77–85.,
IOVINE G. (1), DI GREGORIO S. (2) & LUPIANO V. (1), 2003, Debris-flow susceptibility assessment through cellular automata modeling_ an example from the 15-16 December 1999 disaster at Cervinara and San Martino Valle Caudina (Campania, southern Italy),
Natural hazards and earth system sciences (Online) 3 (2003): 457–468. doi_10.5194/nhess-3-457-2003,
DOI: 10.5194%2Fnhess-3-457-2003
Abstract
On 15-16 December 1999, heavy rainfall severely
stroke Campania region (southern Italy), triggering numerous
debris flows on ...
On 15-16 December 1999, heavy rainfall severely
stroke Campania region (southern Italy), triggering numerous
debris flows on the slopes of the San Martino Valle
Caudina-Cervinara area. Soil slips originated within the
weathered volcaniclastic mantle of soil cover overlying the
carbonate skeleton of the massif. Debris slides turned into
fast flowing mixtures of matrix and large blocks, downslope
eroding the soil cover and increasing their original volume.
At the base of the slopes, debris flows impacted on the urban
areas, causing victims and severe destruction (Vittori et al.,
2000).
Starting from a recent study on landslide risk conditions
in Campania, carried out by the Regional Authority (PAI -
Hydrogeological setting plan, in press), an evaluation of the
debris-flow susceptibility has been performed for selected areas
of the above mentioned villages. According to that study,
such zones would be in fact characterised by the highest risk
levels within the administrative boundaries of the same villages
("HR-zones"). Our susceptibility analysis has been
performed by applying SCIDDICA S3-hex - a hexagonal
Cellular Automata model (von Neumann, 1966), specifically
developed for simulating the spatial evolution of debris flows
(Iovine et al., 2002). In order to apply the model to a given
study area, detailed topographic data and a map of the erodable
soil cover overlying the bedrock of the massif must be
provided (as input matrices); moreover, extent and location
of landslide source must also be given.
Real landslides, selected among those triggered on winter
1999, have first been utilised for calibrating SCIDDICA
S3-hex and for defining "optimal" values for parameters.
Calibration has been carried out with a GIS tool, by quantitatively
comparing simulations with actual cases_ optimal
values correspond to best simulations. Through geological
evaluations, source locations of new phenomena have then
been hypothesised within the HR-zones. Initial volume for
these new cases has been estimated by considering the actual
statistics of the 1999 landslides. Finally, by merging the results
of simulations, a deterministic susceptibility zonation of
the considered area has been obtained. In this paper, aiming
at illustrating the potential for debris-flow hazard analyses
of the model SCIDDICA S3-hex , a methodological example
of susceptibility zonation of the Vallicelle HR-zone is presented.
Parise M., Coe J., Savage W.Z. & Varnes D.J., 2003, Monitoring of the Slumgullion landslide, southwestern Colorado, USA,
14-15 (2003): 26–29.,
Busoni E. & Colica A., 2003, Analysis of linears, landforms and geology relationships and anthropuc effects in the period 1976-1994, northern Asso river basin (Siena, Italy),
26 (2003): 15–27.,
Cacciatore G., Delle Rose M.,, 2003, Le concrezioni della grotta Mannute Piccola (prov. di Lecce),
Grotte e dintorni 5 (2003): 49–58.,
Abstract
The present paper describes some "speleothems" observed at the cave "Mannute Piccola", one of the ...
The present paper describes some "speleothems" observed at the cave "Mannute Piccola", one of the coastal caves of the Mannute system. A biologic origin is hypothesized for some of the speleothems. In addition, geologic and morphologic data allow to present preliminary consideration on paleogeography and neotectonics of this sector of Apulia. In particular, the age of formation of the cave which host the speleothems appears to be younger than the Lower Cattian, while the genesis of the speleothems maybe referred to the Middle or Late Pleistocene. At least one phase of subsidence probably occurred between these two events.
Polemio M.; Dragone V.; Limoni P.P.; Mitolo D.; Santaloia F., 2003, Caratterizzazione idrogeologica della piana di Metaponto, qualità e rischi di degrado delle acque sotterranee,
Acque sotterranee 83 (2003): 35–49.,
Abstract
The study area falls within the lonian coastal plain (Southern Italy), bounded on the West ...
The study area falls within the lonian coastal plain (Southern Italy), bounded on the West by the Sinni River and on the East by Bradano River. It covers 40 km along the coast and 6 km inland. The geological and hydro geological features of the study area and the chemical-physical groundwater characterisation have been inferred from the data analysis of 1130 boreholes. Some aquifers, connected among them, constituted by soils of different geological origin, exist in the area also if the coastal plain aquifer is the most interesting for practical utilisation. Groundwater flow is mainly uncon fined inland, where the aquifer is constituted by terraced deposits and confined in the alluvial coastal plain.
An upper clayey layer overlies the sandy coastal aquifer characterised by a mean hydraulic conductivity value equal to 2.3 10 rn/s. Being the direct natural recharge extremely low, the recharge of this coastal aquifer is mainly guaranteed by the discharge from upward aquifers and from the river leakage.
The bottom of the aquifer is a siliy-clayey bed which lies under the sea level permitting so the seawater intrusion. This phenomenon involves the studied coastal plain fora width of]-1.5 km on average and it is less evident moving inwards where the altitude of the clayey bottom of the aquifer becomes progressively higher than the sea level. Other chemical-physical data, studied to determine the quality of the waters, showed that the pollution of the groundwater is considered a grave environmental problem for the studied area.
Turitto O. 1, 2003, Rotte dargine del Fiume Po nel Lodigiano.,
5 (2003): 19–28.,
Guzzetti F.1, Reichenbach P.2, Wieczorek G.F. 3, 2003, Rockfall hazard and risk assessment in the Yosemite Valley, California, USA,
3 (6) (2003): 491–503.,
G. CAMPANELLA, V. MANGHISI, P. PACE & M. PARISE, 2003, Franco Orofino, pioniere della speleologia pugliese,
6 (2003): 7–88.,
Grimaldi S., Serinaldi F., 2003, Analisi statistiche bivariate di serie idrologiche,
5 (2003): 139–160.,
Parise M., 2003, Observation of surface features on an active landslide, and implications for understanding its history of movement,
Natural hazards and earth system sciences (Print) 3 (6) (2003): 569–580.,
Parise M., 2003, Flood history in karst environments_ the case of Castellana-Grotte (Apulia, southern Italy),
3 (6) (2003): 593–604.,
Carozzo M.T. Delle Rose M., Federico A., G. Leucci, Marras V., Negri S., Nuzzo L.,, 2003, Osservazioni geologiche e indagini geofisiche sul carsismo della costa neretina,
Thalassia salentina (Online) 26s (2003): 3–10.,
Turconi L., Mussino S., 2003, Colate detritiche sul versante destro della Dora Riparia (Exilles, Valle Susa): evento del 14-15 ottobre 2000.,
108 (2003): 63–76.,
Guzzetti F. 1, Reichenbach P. 2, Cardinali M. 3, Ardizzone F. 4 , Galli M. 5, 2003, Impact of landslides in the Umbria Region, Central Italy,
3 (5) (2003): 469–486.,
