1 Z. Dt. Ges. Geowiss. (German J. Geosci.), 164 (4), p , 11 figs. Article Stuttgart, December 2013 Geological anamnesis of the Florence area, Italy Massimo Coli & Pietro Rubellini* Coli, M. & Rubellini, P.: (2013): Geological anamnesis of the Florence area, Italy. [Eine geologische Anamnese von Florenz, Italien.] Z. Dt. Ges. Geowiss., 164: , Stuttgart. Abstract: Florence is a city that is constantly expanding. It is immersed in a charming landscape that is a consequence of the geotectonic evolution of the Northern Apennines over the last million years (Pliocene to present) and of the impact that Florence itself has had on the natural landscape and on its geomorphic evolution. In the Florence area a large number of high quality drillings resulted in about 2000 stratigraphic logs, whose availability ensures a very good level of knowledge of Florence s underground geological setting. This resulted in three UBSU (Unconformable Boundary Stratigraphic Unit): fluvial-lacustrine deposits, ancient alluvial deposits, and recent alluvial deposits. These units, whose boundaries have been traced in 3D in the underground, have also been characterised for geo-engineering purpose in terms of USCS (Unified Soil Classification System). Thanks to historical data, it has also been possible to reconstruct the changes in the landscape over the last 2000 years. These changes on the natural landscape of the area were brought about by anthropic activity and by urban expansion. Kurzfassung: Florenz ist eine Stadt in ständiger Expansion, eingebettet in eine wunderschöne Landschaft, die eine Folge der geotektonischen Entwicklung des nördlichen Apennin der vergangenen Millionen Jahre (vom Pliozän bis heute) sowie der Auswirkungen von Florenz auf die Naturlandschaft und ihre geomorphologische Entwicklung ist. Für den Bereich von Florenz gibt es etwa 2000 Bohrbeschriebe sehr guter Qualität, die ein hohes Maß an Wissen über den geologischen Bereich von Florenz garantieren. Diese Studien haben drei Trennhorizonte (Unconformable Boundary Stratigraphic Units UBSU) ergeben: fluviatil-lakustrine Schwemmfächer, ältere Schwemmfächer sowie jüngere Schwemmfächer. Diese Einheiten wurden als dreidimensionale Homogenkörper dargestellt und dienten der Charakterisierung ingenieurgeologischer Daten im Sinne einer einheitlichen Bodenklassifizierung (Unified Soil Classification System USCS) gekennzeichnet. Dank historischer Daten war es zudem möglich, die im Rahmen der Stadtentwicklung vom Menschen bewirkten Landschaftsveränderungen der vergangenen zweitausend Jahre zu rekonstruieren. Riassunto: Firenze è una città in continua espansione, immersa in un incantevole paesaggio che è una conseguenza dell evoluzione geo-tettonica degli ultimi milioni di anni (dal Pliocene ad oggi) dell Appennino Settentrionale e dell impatto che Firenze stessa ha avuto sul paesaggio naturale e la naturale evoluzione geomorfologica. Per la zona di Firenze sono disponibili molti dati di sottosuolo di alta qualità (circa 2000 sondaggi) che garantiscono un elevato livello di conoscenza dell assetto geologico del sottosuolo dell area fiorentina. Gli studi svolti hanno evidenziato la presenza di tre UBSU (Unconformable Boundary Stratigraphic Units): depositi fluvio-lacustri, depositi alluvionali antichi, depositi alluvionali recenti. Queste unità, i cui confini sono stati tracciati in 3D nel sottosuolo, sono state a loro volta caratterizzate per scopi geo-ingegneristici in termini di USCS (Unified Soil Classification System). Grazie anche a dati storici, è stato possibile ricostruire le variazioni del paesaggio indotte negli ultimi duemila anni sull evoluzione geomorfologica naturale della zona dall attività antropica e dall espansione della città. Keywords: Florence, urban geology, shallow subsurface, UBSU, USCS, GIS Schüsselwörter: Florence, urbane Geologie, oberflächennaher Untergrund, UBSU, USCS, GIS 1. Introduction Florence is a city in constant expansion and is immersed in a charming landscape (Fig. 1). Florence counts more than inhabitants, with a density of about 3.5/km 2. Florence falls into the temperate climatic zone. It has a dry summer and an annual rainfall characterised by a minimum in July and a maximum in November and at the end of winter, with an annual average of 750 mm. The city of Florence lies in the SE corner of the Florence- Pistoia plain, which appears as an elongated depression with a northwest southeast direction. It is surrounded by reliefs and the Arno River runs through it. The plain is about 50 m a.s.l. and the surrounding hills reach an altitude of m a.s.l. *Addresses of the authors: Prof. Massimo Coli, Dip. Scienze della Terra, University of Florence, via G. La Pira 4, 50121, Firenze; Italy / Dr. Pietro Rubellini, Direzione Ambiente, Municipality of Florence, via B. Fortini 35, Firenze, Italy (direz E. Schweizerbart sche Verlagsbuchhandlung, Stuttgart, Germany DOI: / /2013/ /0042 $ 4.50
2 582 Massimo Coli & Pietro Rubellini Fig. 1: View of downtown Florence surrounded by a crown of gentle hills. Fig. 2: Geological sketch map and cross-section of the Florence area. B (shadowed grey) = bedrock; P = Plio-Pleistocene palustrine and alluvial deposits; A = recent alluvial deposits of the Arno River and its tributaries; Aa = ancient channel deposits of the palaeo-arno River. Red lines and dotted red lines: faults. The 14 th century city-walls ring is shown by a dotted blue line, the Florence Municipality area is encircled by a black line. The names are recalled in the text.
3 Geological anamnesis of the Florence area, Italy 583 The studies, jointly carried out in the last dozen years by the University of Florence, Dipartimento Scienze della Terra, and the Florence Municipality, Direzione Ambiente, resulted in a revision and a more detailed geological knowledge of the entire Florence area and its underground geological setting. This paper summarises the results of more than a dozen years of studies and insights related to both the geological and geomorphic evolution and setting of the Florence area. 2. Geological framework 2.1 Geology The geology of the Florence area is closely linked to that of the Florence-Pistoia Basin (Dainelli 1936, Azzaroli & Cita 1967, Merla et al. 1967, Capecchi et al. 1975, Ambrosetti et al. 1978, Bartolini & Pranzini 1979, 1981, 1984, 1988, Bartolini et al. 1983, Bartolini 1992, Briganti et al. 2003, Pallecchi et al. 2010) of which Florence occupies the eastern part (Fig. 2). In the Florence area a large number of lithostratigraphic data, referring to 1937 drillings (as of June 2012) is available and allows us to reconstruct the area s underground geological setting (Fig. 3). These data sets are provided in hardcopy by the archives of the Florence Municipality and the Dipartimento Scienze Terra of the University and include all of the drillings made in the Florence area since the middle of the 19 th century. Each drilling has been accurately located onto a georeferenced digital topographic map surveyed at the scale 1 : 2000 and implemented into a GIS (coordinate system: Monte Mario Italy 1 ESRI ArcMap TM 10.0, copyright ESRI Inc.). Each hardcopy lithostratigraphic log has been interpreted in terms of Unconformable Boundary Stratigraphic Units (UBSU; ISSC 1994) and Unified Soil Classification System (USCS; ASTM 1988), and this interpretation has been implemented into a GeoDataBase (GDB). Through the GIS functions it is possible to link both to the UBSU and USCS interpretations and scanned original hardcopy of each stratigraphic log. The quality of the data reported in the lithostratigraphic logs is, of course, largely variable. However, by keeping as starting data that of the last twenty years, it has been possible to give a reliable interpretation of the oldest data. The first 30 m below surface can be considered well documented, but below that, especially where the bedrock lies 100 m below the surface or more, the reconstruction is mainly conjectural and based on geological assumptions (Fig. 3). This interpretation, a new detailed surface geological map, and a revision of the literature data allowed us to out- Fig. 3: Territory of the Florence Municipality (black line) with reported location of the 1937 stratigraphic logs available and implemented into the GeoDataBase (GDB). In grey the outcrops of the bedrock. The green intensity resembles the grade of knowledge in the first 30 m below the surface as a function of drilling depth and clustering, distance from the outcrops (<0.2 = scarce; = poor; = fair: = good; >0.8 = reliable). The ring of the 14 th century city walls is outlined.
4 584 Massimo Coli & Pietro Rubellini Fig. 4: Virtual reconstructions illustrating the Plio-Quaternary geological evolution of the Florence area. The ring of the 14 th century city walls is outlined as reference. Light blue: lacustrine areas; light brown: land areas; light green: palustrine areas; dotted dark blue on light blue: alluvial and fan areas; black lines: inactive faults; red lines: active faults; blue lines: hydrography. S-C = Scandicci-Castello Fault, M-B = Maiano-Bagno a Ripoli Fault. line a new interpretation and a detailed 3D reconstruction of Florence s geology. The Plio-Quaternary geological evolution of this area can be divided into three principle evolutionary stages (Fig. 4; Briganti et al. 2003). During the Early Pliocene there was a long period of tectonic quiescence, with the formation of a low energy relief surface. Towards the Apennines (north east), the Fiesole master fault system (Late Miocene?) was already present. Its escarpment is still recognisable in the southern slope of the NE reliefs. It constitutes a step-like fault with a total vertical displacement of about 800 m. It is also interrupted by the transverse faults of Castello-Scandicci and Maiano-Bagno a Ripoli. The valley of the Mugnone Creek was also present in this palaeogeographic context (Fig. 4A). First stage In the Late Pliocene (Fig. 4B) the Northern Apennines were affected by a general uplift. In the Florence area there was a reactivation of the Fiesole Fault with a new vertical slip of about 200 m that caused the tectonic depression where the fluvial-lacustrine basin of Florence Prato Pistoia developed. The central area of the basin was characterised by grey-blue lacustrine clayay-silty deposits, which interfingered at the edge of the basin with coarse material related to the creeks alluvial fans. As for the coeval deposits of the Valdarno Superiore (Billi et al. 1991, Bertini 1994, Martini & Sagri 1994) we can infer that these deposits were transported in mass by high density turbulent flows. These deposits were also linked to tectonic pulses as well as climatic variations. Second stage During the Plio-Pleistocene, new tectonic movements along the Castello-Scandicci Fault and the Maiano-Bagno a Ripoli Fault determined an uplift of around 50 m in the Florence area compared to the rest of the Prato-Pistoia Basin and marked the end of the fluvio-lacustrine deposition phase. As a consequence of this uplift, a palustral environment was established, and brown coloured silts and clays with calcrete were deposited in this area, while on the edges of the plain the main tributaries continued to deposit silty-gravelly fan delta sediments. During this period the climate was very hot. During the Middle Pleistocene (Fig. 4C) the reactivation of the Castello-Scandicci and Maiano-Bagno a Ripoli faults caused a new uplift of about 30 m in the area of Florence. These uplifts resulted in the erosion of the previous lacus-
5 Geological anamnesis of the Florence area, Italy 585 trine sediments (Fig. 4C). During this time the palaeo-arno made its first appearance following an east west path and carved out a deep valley. It flowed into the Prato-Pistoia Lake forming a wide alluvial fan, today in the underground of the western suburbs of Florence. Third stage During the Late Pleistocene (Fig. 4D), the Prato-Pistoia Basin was filled up by fluvial-lacustrine deposits that reached the same level as the fluvial deposits of the Florence area. This event resulted in the formation of a flood plain and residual palustral conditions. The right tributaries alluvial fans pushed the Arno River towards the southern border of the plain causing erosion at the base of the hill where Piazzale Michelangelo is situated today. This lateral erosion formed a nearly flat surface at the top of the bedrock in the historical city centre area. During the Würm Glaciation the deepening of the water gap towards the Tyrrhenian Sea triggered a regressive erosion process along the fluvial grid, resulting in the present day configuration of the drainage pattern and geomorphology (Fig. 4E). In the Holocene (Fig. 4F) the Arno River continued to flood the plain, forming a gravelly alluvial bed with the exception of the uppermost layer, which was made up of flood silts, while the right bank tributaries formed alluvial fans and smaller river beds, which interfingered with the Arno s alluvial sediments. The recent deposits of the Arno alluvial bed and its tributaries are ascribed to an upstream accretion phenomenon in a low sinuosity river. According to the UBSU criterion the interpretation of this geological evolution led Briganti et al. (2003) to group the terrains of the Florence area into three units: Synthem of the Basin, Ancient Deposits and Recent Deposits. Ancient Deposits In the Florence city area they are mainly represented by the palaeo-arno deposits. They consist of well sorted calcareous gravels deposited into an east west valley eroded in the Synthem of the Basin presently crossing the town area and a large alluvial fan on the town s western side. This deposit has a maximum thickness of about twenty metres. Along the northern side of the residual Prato-Pistoia Basin they are constituted by piedmont deposits deriving from the mass transport of the cryoclastic detritus of the Plio- Pleistocene ice ages and from the subsequent regularisation of the slopes of the carbonate reliefs of near NE Apennines. Their thickness is several tens of metres; it is made of brown gravelly silt with centimetric angular clasts of mainly carbonate nature. 2.2 Lithostratigraphy Synthem of the Basin Terrains formed by massive bodies of bluish to greyish silty clay, deposited in a lacustrine environment, perhaps in cold climatic conditions (Biber and Donau ice ages?). The tributary creeks formed clastic delta and fan delta deposits comprising pebbles and silty gravels, sandy gravels, silty sands or sandy silts. Lobes and channels are interbedded in a complex manner with the lacustrine deposits. Coarse deposits are strongly interfingered with the greyish clays, and can be partly correlated with climatic episodes characterised by strong rainfall. These deposits are thicker and more continuous in the apical areas whereas they become scattered into finer and more diluted clastic layers towards the distal zones. Upward these deposits grade to brown silts of limno-palustrine environments, with peat, carbonate, calcrete and palaeosoils, with layers and lenses of silty sands and gravels. The sediments of this synthem pinched out on the SW border of the basin and reached their maximum thickness of about 120 m on the NE side along the Fiesole faults; locally its present thickness varies according to the bedrock morphology and the grade of the post-pliocene erosion. Fig. 5: 3D reconstruction of the geological assemblages of the Florence underground by means of ESRI ArcSceneTM 10.0 (Copyright ESRI Inc.). (a) The bedrock setting (shadowed grey) in relation to the ground surface (shadowed green), dark blue lines represent the drillings; (b) the bottom of the Ancient Deposits (shadowed dark brown) in respect of the bedrock (shadowed grey); (c) the bottom of the Recent Deposits (shadowed light brown) in respect of the bedrock (shadowed grey); vertical = 5x.
6 586 Massimo Coli & Pietro Rubellini Fig. 7: Top of the bedrock in the area of the Florence Municipality (white boundary line), the ring of the 14 th century city walls (grey dotted line) is outlined as reference. The depocentre of the Florence Basin toward the Fiesole Faults System at NE, the abrupt deepening of the bedrock toward W beyond the Scandicci-Castello Fault and the trace of the pre-basin palaeo-mugnone are clearly visible. Fig. 6: 3D reconstruction of the geological assemblages of the Synthem of the Basin in the underground of the Florence area by means of LeapFrogGeo3D ( ARANZA Geo Ltd.). (a) The spatial relationships among the three different USCS units (C = blue clay, L = brown lime, G = gravels) are well interpreted; (b) the position of the main gravel bodies (brown) of the Synthem of the Basin are evidenced in respect with the bedrock (shadowed grey); vertical = 2x. The deposits of the residual lacustrine area are represented by brown clayey silt with blue-grey flakes and small carbonate and manganese concretions, with dispersed lenticular gravelly sandy bodies. These deposits onlap the eroded margin of the Florence high along the fault scarp of Castello-Scandicci. These deposits have a variable thickness of up to twenty metres. Tributary creeks deposits are organised according to the stream flows into silty gravels or sandy silts, locally separated by silty clays or laterally interconnected to each other. They have a thickness of up to ten metres. In the western downtown area they present complex relationships of erosion-deposition with the deposits of the palaeo-arno. Recent Deposits Terrains formed by the Holocene riverbed and flood deposits of the Arno and its tributaries. Riverbed deposits are mainly made up of pebbles and gravels, from clean to silty, with layers and lenses of locally graded sands. These are referred to a fluvial subaerial environment where the Arno River freely Fig. 8: Bathymetry of the bottom of the Ancient Deposits (Plio- Pleistocene) in the area of the Florence Municipality (white boundary line), the ring of the 14 th century city walls (grey dotted line) is outlined as reference. The valley of the palaeo-arno River and the palustrine area at west are visible. braided on its alluvial bed, but periodically flooded large portions of the plain (Coli et al. 2013). These deposits are extremely variable in thickness: from a few metres up to m. They have an average thickness of m and lie unconformable over the bedrock in the area of the city s historical centre and over the Ancient Deposits and Synthem of the Basin in the other areas of the Arno plain.
7 Geological anamnesis of the Florence area, Italy Underground setting All the available data were implemented into a GDB (Geo- DataBase) and loaded into a GIS (ESRI ArcMap TM 10.0 Copyright ESRI Inc.) in order to manage all the features in 2D and 3D. By using ESRI ArcScene TM 10.0 it was possible to reconstruct in 3D the setting of the UBSU of the Florence underground: top of the bedrock, base of the Ancient Deposit, base of the Recent Deposit (Coli & Rubellini 2007, Coli et al. 2007, Coli et al. 2003, 2012a, b; Fig. 5). Recently, it was also possible to reconstruct the 3D complex setting of the USCS units (characterised by unconformable contacts and heteropies) by using a trial licence of LeapfrogGeo3D ( Aranza Geo Ltd.; Fig. 6). The bedrock surface we reconstructed does not result from a computerised extrapolation but from the authors interpretation of all the available data and geological reconstructions. In particular, the bedrock surface was reconstructed on the basis of a few drillings, but mainly on the basis of geological considerations. In accordance with these and with the geological history of the area, the fault scarps were considered subject to subaerial erosion and subsequent onlap sedimentation. The bedrock (Fig. 7) appears to be at a shallow depth (<- 20 m from the ground) in Florence s historical centre, where the Arno River laterally eroded it in the last stage of the recent geological evolution of the Florence area. To the west, the Castello-Scandicci Fault causes an abrupt lowering of the bedrock of about 100 m. The bedrock lowers westwards towards the plain where it reaches a depth below the ground of about 600 m. Towards the Fiesole master fault system, the bedrock reaches a depth below the Fig. 9: Landscape changes through the last 20 centuries in the city area of Florence. White/black line: Florence Municipality boundary; the ring of the 14 th century city walls is always outlined as reference. Marshlands, the Arno River and its tributaries are reported in order to see their variation in the last twenty centuries. (A) Pre-Roma natural landscape; (B) 3 rd century, the Roman City and the Centuriazione are outlined; (C) around the 10 th century, the City is outlined; (D) renaissance age, Florence is encircled within the 14 th century city walls; (E) 19 th century, Florence is still encircled within the city walls; (F) 21 st century, Florence widens in the plain.
8 588 Massimo Coli & Pietro Rubellini ground of about 120 m; here it is segmented by faults that are transversal to the master faults of Fiesole. The fault of Bagno a Ripoli-Maiano determines a lowering of the bedrock in the southeastern area of only m. The bedrock topography displays traces of the Early Pliocene Mugnone Valley, when the Mugnone Creek supplied a large fan delta in the Pliocene Tyrrhenian Sea (Bartolini & Pranzini 1984). The 3D reconstruction of the bottom of the Ancient Deposits (Fig. 8) derives from the many drilling data available. The proposed reconstruction was made by interpolating the GDB data for the Ancient Deposits according to the IDW (Inverse Distance Weight) criterion. The resulting surface outlines the eroded valley of the palaeo-arno River in the Synthem of the Basin and the lacustrin area west of the Castello-Scandicci Fault. 4. Recent anthropic evolution Basic geological data, geomorphological surveys and historical documentation allowed us to reconstruct the changes of the area surrounding Florence in the last twenty centuries during the development of the city of Florence (Fig. 9; Conedera & Ercoli 1973, Coli et al. 2004, Coli & Rubellini 2007a). Florence was founded by Julius Caesar in 56 B.C. as a colony for his veterans. Florence was settled following a N S and W E street grid, in an upraised area, between the Arno River and the Mugnone Creek. That site allowed the control of the ford on the Arno River, along the main route between the Tyrrhenian and the Adriatic coasts. In those times, the natural landscape, constituted by the wandering Arno River, its tributaries, and by marshlands and bogs, had already been changed by about two centuries of land use by Romans. The Romans used to reclaim marshlands and bogs by means of centuriazione : squared grids of ditches and roads that deeply marked the territory. Traces of the centuriazione are still now visible; it drove, and still drives, the organisation of fields and urban outskirts. Centuriazione was oriented according to the terrain s natural configuration (NW SE and SW NE). The development of Florence in Roman times (in the 3 rd century Florence numbered about people, and dropped down to 1000 in the Byzantine age, 6 th century) and in the late medieval and renaissance periods (when Florence numbered about habitants) was along the suburbs. Suburbs were aligned along the outgoing roads, and in order to enclose these suburbs the successive rings of the city walls gave Florence a pentagonal shape. The last city walls (14 th century) were mostly destroyed in the late 19 th century to make space for a ring of avenues and for new quarters outside the old walls. These new quarters were built parallel to the destroyed city walls. The new outskirts built in the last fifty years around Florence were still settled according to the old traces of the centuriazione. During this time span, the drainage pattern of the Florence plain underwent many impor tant artificial changes (Fig. 10): Originally the Arno River was wandering and braided, as can be inferred by the names of districts such as Bisarno ( Double Arno ), Isolotto ( Little Island ), Cascine dell Isola ( Farms on the Island ). After the fall of the Roman Empire, marshlands and bogs again took over areas that were progressively reclaimed from the 11 th to the 20 th century. Since the late dieval era the Arno River has been progressively banked, narrowed and rectified. These anthropic interventions led to an increase of its gradient, but in the event of large floods the Arno River becomes as large as it used to be and floods the Florence area (Coli et al. 2013; Fig. 11). Creeks became moats and were progressively diverted from their natural path until they were totally channelled or covered. Fig. 10: Synopsis of the main artificial changes of the drainage pattern in the area of the Florence Municipality (white boundary line); the ring of the 14 th century city walls is outlined as reference. (A) original natural courses; (B) present surface courses; (C) present buried courses; (D) reclaimed marshlands. Fig. 11: Flooded areas for the main historical floods in Florence. The ring of the 14 th century city walls and the cathedral are outlined as reference.
9 Geological anamnesis of the Florence area, Italy Conclusions These studies have had the goal to improve the availability of knowledge for the Florence area and its underground. They have also allowed researchers to overcome the gap between the classical studies of regional geology, recently updated with the new regional geological map at the scale 1 : (RT 2012), and the needs of planners in terms of urban geology. The studies developed are being used as the basic data in the planning and designing of the new rail under-pass, the northern underground ring, and the tramway lines, as well as for the development of the urban structural plan and the map of the ground seismic acceleration (Coli et al. 2008a, 2008b). At present, on the basis of all these acquired data, a comprehensive study on the flood hazard (Coli et al. 2013) has already been presented, and others on the seismic vulnerability of the city of Florence are in progress. 6. References Ambrosetti, P., Carboni, M.G., Conti, M.A., Costantini, A., Esu, D., Gandin, A., Girotti, O., Lazzarotto, A., Mazzanti, R., Nicosia, U., Parisi, G. & Sandrelli, F. (1978): Evoluzione paleogeografica e tettonica nei bacini Tosco-Umbro-Laziali nel Pliocene e nel Pleistocene Inferiore. Mem. Soc. Geol. Ital., 19: ASTM (19 88): D Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). Am. Soc. Testing Materials; Azzaroli, A. & Cita, M.B. (1967): Geologia stratigrafica, vol. 3: 405 p., Milano (La Goliardica). Bartolini, C. (1992): I fattori geologici delle forme del rilievo. Lezioni di geomorfologia strutturale: 193 p., Bologna (Pitagora). Bartolini, C. & Pranzini, G. (1979): Dati preliminari sulla neotettonica dei fogli 97 (S. Marcello Pistoiese), 105 (Lucca) e 106 (Firenze). In: Contributi preliminari alla realizzazione della Carta Neotettonica d Italia, Pubbl. n Bartolini, C. & Pranzini, G. (1981): Plio-Quaternary evolution of the Arno basin drainage. Z. Geomorphol., N. F. 40: Bartolini, C. & Pranzini, G. (1984): L antecedenza dei corsi d acqua che attraversano la dorsale M.Albano-Poggiona nel quadro dell evoluzione plio-quaternaria del Valdarno. Boll. Soc. Geol. Ital., 103: Bartolini, C. & Pranzini, G. (1988): Evoluzione dell idrografia nella Toscana centro-settentrionale. Boll. Mus. St. Nat. Lunigiana, 6 7, Aulla ( ): Bartolini, C., Bernini, M., Carloni, G.C., Costantini, A., Federici, P.R., Gasperi, G., Lazzarotto, A., Marchetti, G., Mazzanti, R., Papani, G., Pranzini, G., Rau, A., Sandrelli, F., Vercesi, P.L., Castaldini, D. & Francavilla, F. (1983): Carta neotettonica dell Appennino Settentrionale: note illustrative. Boll. Soc. Geol. Ital., 101: Bertini, A. (1994): Palynological investigation on Upper Neogene and Lower Pleistocene sections in Central and Northern Italy. Mem. Soc. Geol. Ital., 48: Billi, P., Magi, M. & Sagri, M. (1991): Peistocene lacustrine fan delta deposits of the Valdarno Basin, Italy. J. Sediment. Petrol., 61: Briganti, R., Ciufegni, S., Coli, M., Polimeni, S. & Pranzini, G. (2003): Underground Florence: Plio-Quaternary evolution of the Florence area. Boll. Soc. Geol. Ital.,122: Capecchi, F., Guazzone, G. & Pranzini, G. (1975): Ricerche geologiche ed idrogeologiche nel sottosuolo della pianura di Firenze. Boll. Soc. Geol. Ital., 94: Coli, M. & Rubellini, P. (2007): Note di geologia fiorentina: 37 p., Firenze (SELCA). Coli, M., Agili, F. & Pranzini, G. (2003): Geological setting of the Florence underground. 4 th Europ. Congr. Reg. Cartography Inf. System, Bologna, 17 20/6/03: Coli, M., Agili, F., Pini, G. & Coli, N. (2004): Firenze: il suo impatto sull evoluzione geomorfica dell area. Il Quaternario, 17: Coli, M., Pini, G. & Rubellini, P. (2007): Firenze: Carta litotecnica del territorio comunale, Tav. IV, Florence (SELCA). Coli, M., Ripepe, M. & Rubellini, P. (2008a): Sismicità dell area fiorentina: 17 p., firenze (SELCA). Coli, M., Dinoi, G., Lacanna, G., Marchetti, E., Pini, G., Ripepe, M. & Rubellini, P. (2008b): Firenze: Carta sismica del territorio comunale. Firenze (SELCA). Coli, M., Guerri, L., Orti, L., Pranzini, G., Rubellini, P. & Tanini, C. (2012a): La conoscenza geologica 3D del sottosuolo quale base imprescindibile per una corretta pianificazione, progettazione ed esecuzione: il caso di Firenze. Geoing. Ambient. Miner., 49 (1): Coli, M., Guerri, L., Orti, L., Rubellini, P. & Tanini, C. (2012b): Firenze: from the field surveys to a 3D full knowledge of its geological setting. EUREGEO 2012, Bologna, June 12 15, 2012: Coli, M., Brugioni, M. & Montini, G. (2013): Florence and its floods: anatomy of an hazard. Proc. 18 th Int. Conf. Soil Mechanics Geotech. Engineering, September 2 6, 2013, Paris. Conedera, C. & Ercoli, A. (1973): Elementi geomorfologici della piana di Firenze dedotti da fotointerpretazione. L Universo, 53 (2): Dainelli, G. (1936): Il bacino di Firenze e il suo antico lago. Melange de Geographie: 13 p., Florence (Tip. Ricci). ISSC (1994): A guide to stratigraphic classification, terminology, and procedure, 2 nd ed.: 214 p., Boulder (IUGS, Int. Subcomm. Stratigr. Classification). Martini, P. & Sagri, M. (1994): The late Miocene-Pleistocene extensional basins of the Northern Apennines: facies distribution and basin fill architecture. Mem. Soc. Geol. Ital., 48: Merla, G., Bortolotti, V. & Passerini, P. (1967): Note illustrative della carta geologica d Italia; foglio 106, Florence: 61 p., Roma (Min. Ind. Comm. e Art.). Pallecchi, P., Benvenuti, M. & Cianferoni, C. (2010): The water in the development of Florence (Central Italy) between the Roman and the renaissance ages: the resource and the hazard. Il Quaternario Italian J. Quaternary Sci., 23 (2bis), spec. issue: RT (2012): Regione Toscana, Progetto Cartografia Geologica, continuum geologico in scala 1:10,000. Manuscript received: Accepted for publication:
WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10 SUMMARY 2009-10 The Willochra Basin is situated in the southern Flinders Ranges in the Mid-North of South Australia, approximately 50 km east of Port Augusta
Warsaw-natural environment How did the natural environment determine the development of the city? Agnieszka Chrząstowska-Wachtel http://www.varsovia.pl/varsovia/ What do we already know? Gdzie leży Warszawa?
Eötvös Loránd University Department of Geophysics HUNGARY 1117 Budapest Pázmány Péter sétány 1/C Tel: +36-1-3812191 Fax: +36-1-3812192 E-mail: firstname.lastname@example.org PALEOENVIRONMENTS OF THE LAKE BALATON
ADVANCES IN RIVER SCIENCE CONFERENCE Swansea, 18-21 April 2011 A new methodological framework for stream hydromorphological assessment, analysis and monitoring (IDRAIM) Massimo Rinaldi 1, Nicola Surian
around the Malpasso site (Tuoro sul Trasimeno, Italy) for geological and archaeological characterization Borgia L. 1, C. Colombero 2, C. Comina 2, F. Del Bianco 3, L. Gasperini 3, F. Priore 4, L. Sambuelli
Chapter 2 Flash Flood Science A flash flood is generally defined as a rapid onset flood of short duration with a relatively high peak discharge (World Meteorological Organization). The American Meteorological
FROM DRAWING ANTICLINE AXES TO 3D MODELLING OF SEISMOGENIC SOURCES: EVOLUTION OF SEISMOTECTONIC MAPPING IN THE PO PLAIN Burrato P.*, Maesano F. E. *, D Ambrogi C.**, Toscani G., Valensise G.* (*) INGV,
SLOPE AND TOPOGRAPHY What are Slope and Topography? Slope and topography describe the shape and relief of the land. Topography is a measurement of elevation, and slope is the percent change in that elevation
OPPORTUNITIES IN THE UPSTREAM SECTOR OF MONTENEGRO Vladan Dubljević Tamara Pavličić Discussion Topics Business Environment Legal and fiscal regime Petroleum policy and resource management Fiscal system
1 von 10 03.08.2010 14:25 EcoInformatics International Inc. Home Services - solutions Projects Concepts Tools Links Contact EXPLORING BEAVER HABITAT AND DISTRIBUTION WITH GOOGLE EARTH: THE LONGEST BEAVER
APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED
NAME DATE WEATHERING, EROSION, AND DEPOSITION PRACTICE TEST 1. The diagram below shows a meandering stream. Measurements of stream velocity were taken along straight line AB. Which graph best shows the
Sedimentary Rocks, Processes, and Environments Sediments are loose grains and chemical residues of earth materials, which include things such as rock fragments, mineral grains, part of plants or animals,
The EduGIS Academy Use of ICT and GIS in teaching of the biology and geography subjects and environmental education (junior high-school and high school level) Instruction for students Additional materials
Plio-Quaternary tectonic evolution of the Northern Apennines thrust fronts along the Bologna-Ferrara section (Po Plain, Italy), based on geological observations and analogue modelling: seismotectonic implications
Results of academic research for use in the daily business of geological survey Case Study Lower Main Plains Hannah Budde (1), Christian Hoselmann (2), Rouwen Lehné (2), Heiner Heggemann (2), Andreas Hoppe
Groundwater Flooding: a UK Perspective David Macdonald British Geological Survey Maclean Building Crowmarsh Gifford Wallingford OX10 8BB Tel 01491 838800 NERC All rights reserved Talk outline Definition
3D stochastic modelling of litho-facies in The Netherlands Jan L. Gunnink, Jan Stafleu, Freek S. Busschers, Denise Maljers TNO Geological Survey of the Netherlands Contributions of: Armin Menkovic, Tamara
NJ650.1404 Interception Drainage Interception drainage is used to intercept surface and subsurface water. The investigation, planning, and construction of surface interception drains follow the requirements
GROUND RESPONSE OF KATHMANDU VALLEY ON THE BASIS OF MICROTREMORS MADHAB R PANDEY 1 SUMMARY Devastation of Kathmandu valley from historical earthquakes, the M8.3 Bihar - Nepal Great Earthquake of 1934 in
Using acid sulfate soil maps Science notes Land Series L64 This science note contains information about how acid sulfate soils (ASS) maps are produced by the Queensland Government, and also contains instructions
SOIL EROSION FROM MODELLING TO MITIGATION: CAN CONSERVATION AGRICULTURE BE A SOLUTION? Giampaolo Sarno - Regione Emilia-Romagna D.G. Agriculture Francesca Staffilani - Regione Emilia-Romagna D.G. Environment
Terrafirma Mining case study: Stoke-on-Trent, UK Luke Bateson Stoke-on-Trent Stoke-on-Trent on and the nearby towns make up a large industrial conurbation known as The Potteries Main industries were based
SEISMIC DAMAGE ESTIMATION PROCEDURE FOR WATER SUPPLY PIPELINES Ryoji ISOYAMA 1, Eisuke ISHIDA 2, Kiyoji YUNE 3 And Toru SHIROZU 4 SUMMARY This paper presents a practical procedure for estimating damage
9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES Hunter Underground Systems 9.01 General 9.02 Surface water Drainage 9.03 Groundwater Drainage 9.04 Dispersal of Septic Tank Effluent 9.01 The use of
GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES WATER RESOURCES MANAGEMENT DIVISION Water Investigations
GEOLOGY 306 Laboratory Instructor: TERRY J. BOROUGHS NAME: Examining the Terrestrial Planets (Chapter 20) For this assignment you will require: a calculator, colored pencils, a metric ruler, and your geology
Deserts, Wind Erosion and Deposition By definition, a desert has less than 10 in (25 cm) of precipitation per year. Deserts occur at 30 o and 60 o in regions of descending air. Deserts can be hot or cold.
298 10.14 INVESTIGATION How Did These Ocean Features and Continental Margins Form? The terrain below contains various features on the seafloor, as well as parts of three continents. Some general observations
4 DELINEATION OF SPATIAL UNITS. 4.1 Regional Context: At this scale, no delineation is strictly necessary, since most catchments will fall within a single biogeographic region (various regionalisations
Chapter Overview CHAPTER 3 Marine Provinces The study of bathymetry charts ocean depths and ocean floor topography. Echo sounding and satellites are efficient bathymetric tools. Most ocean floor features
Using Remotely Sensed Data From ASTER to Look Impact of Recent Earth Quakes in Gujarat, India. A major earth quake occurred in Gujarat, India on January 26,2000. (Origin time 03:16 GMT, Location 23.399N
Cambridge International Examinations Cambridge International General Certificate of Secondary Education *0123456789* GEOGRAPHY 0460/02 Paper 2 Geographical skills For Examination from 2016 SPECIMEN PAPER
7. Runoff Processes 7-1 Rain and snowmelt water take various paths to streams. Each path contributes differently to; - peak and timing of storm runoff - erosion - transport of chemicals into streams Planners
4.11 Geologic and Soil Resources Geology and soils are evaluated as part of an environmental document because conditions in the project area can influence the type and size of a project s structure, the
Mapping the Tyrrhenian and Adriatic Mohos across the northern and central Apennine chain through teleseismic receiver functions Giuliana Mele Istituto Nazionale di Geofisica e Vulcanologia - Roma, Italy
Page 1 of 7 Author: David T. Hansen Risk Analysis, GIS and Arc Schematics: California Delta Levees Presented by David T. Hansen at the ESRI User Conference, 2008, San Diego California, August 6, 2008 Abstract
Course Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Alan Jones E:mail: Alan.Jones@ed.ac.uk Water cycle Globally & Locally River shapes and forms River behaviour Closer look at
Catchment Scale Processes and River Restoration Dr Jenny Mant Jenny@therrc.co.uk The River Restoration Centre therrc.co.uk 3 Main Catchment Elements Hydrology Energy associated with the flow of water affects
GIT 2013 - Chiavenna (SO) Analysis of data quality for subsurface 3D geological modeling Piana F. (1), Irace A. (1), Morelli M. (2), Mosca P. (1), Nicolò G. (2) CNR IGG TO (1) ; ARPA Piemonte (2) (1) CNR,
Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains Doug Jenkins 1, Chris Lawson 2 1 Interactive Design Services, 2 Reinforced
TOPOGRAPHIC MAPS MAP 2-D REPRESENTATION OF THE EARTH S SURFACE TOPOGRAPHIC MAP A graphic representation of the 3-D configuration of the earth s surface. This is it shows elevations (third dimension). It
ISSN: 319-53 (An ISO 39: 00 Certified Organization) A study on the Effect of Distorted Sampler Shoe on Standard Penetration Test Result in Cohesionless soil Utpal Kumar Das Associate Professor, Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
LARS 2007 Catchment and Lake Research Abaya-Chamo Lakes Physical and Water Resources Characteristics, including Scenarios and Impacts Seleshi Bekele Awulachew International Water Management Institute Introduction
Map Patterns and Finding the Strike and Dip from a Mapped Outcrop of a Planar Surface Topographic maps represent the complex curves of earth s surface with contour lines that represent the intersection
1. The climate that existed in an area during the early Paleozoic Era can best be determined by studying (1) the present climate of the area (2) recorded climate data of the area since 1700 (3) present
Objectives You will learn about how the land of North Dakota was formed. Introduction North Dakota is a wonderful place to live. Have you ever though about how it was formed? To answer that question, you
Peat Stability Risk and Hazard Assessment Ian Uglow Technical Director, SLR Consulting email@example.com 7 th October 2010 What goes into a Peat Stability Risk Assessment? You will need: An understanding
Merit Badge Workbook This workbook can help you but you still need to read the merit badge pamphlet. The work space provided for each requirement should be used by the Scout to make notes for discussing
Soil Gas Radon Concentration and Permeability at Valle della Caffarella Test Site (Roma, Italy). Evaluation of Gas Sampling Techniques and Radon Measurements Using Different Approaches Italian team Mauro
Sediment Supply and the Upland-Stream Connection Brian Bledsoe Department of Civil and Environmental Engineering Colorado State University Overview The sediment system (with an eye towards hillslope processes
Role of Mass-Transport Deposit (MTD) Related Topography on Turbidite Deposition and Reservoir Architecture: A Comparative Study of the Tres Pasos Formation (Cretaceous), Southern Chile and Temburong Formation
GEOLOGY AND GEOMORPHOLOGY ECTS 9 The subject includes knowledge of the construction of the Earth and the natural processes occurring deeply inside and on the surface of the Earth. It contains characteristics
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
Sedimentary Rocks Practice Questions and Answers Revised September 2007 1. Clastic sedimentary rocks are composed of and derived from pre-existing material. 2. What is physical weathering? 3. What is chemical
UNIVERSITÁ DEGLI STUDI DI MILANO FACOLTÀ DI SCIENZE MATEMATICHE FISICHE E NATURALI DIPARTIMENTO DI SCIENZE DELLA TERRA ARDITO DESIO TUTORIAL MOVE 2009.1: 3D MODEL CONSTRUCTION FROM SURFACE GEOLOGICAL DATA
: - A FIELD TRIP Tom Erik Maast and Lars-Christian Røsberg Universitetet i Oslo, Institutt for geofag. Desember 2006 ABSTRACT The Ainsa Basin is a piggy-back basin part of the south Pyrenean Gavarine thrust
ooooo Appendix D: Watershed Delineation Department of Environmental Protection Stream Survey Manual 113 Appendix D: Watershed Delineation Imagine a watershed as an enormous bowl. As water falls onto the
CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW9 June 2015 SW9.01 Purpose This Chapter provides information for the design of open channels for the conveyance of stormwater in the City of Fort Wayne.
3D Model of Carbon Relief in the Czech Part of Upper Silesian Coal Basin Vladimír Mandrla Green Gas DPB, a.s. tř. Rudé armády 637 739 21, Paskov Vladimir.Mandrla@dpb.cz Abstract. Coal mining in the Czech
2012 International Conference on Environment, Energy and Biotechnology IPCBEE vol.33 (2012) (2012) IACSIT Press, Singapore The Study of the Land-use Change Factors in Coastal Land Subsidence Area in Taiwan
Deep geological disposal of radioactive waste in Switzerland - overview and outlook Michael Schnellmann (Section Head Geosciences) Annual Convention 2015 Baden 20 th June 2015 Nagra Mandate from the Swiss
REPUBLIC OF SIERRA LEONE MINISTRY OF ENERGY AND WATER RESOURCES FEASIBILITY STUDY FOR MANUAL DRILLING MAPPING OF FAVOURABLE ZONES Page 2 of 22 TABLE OF CONTENTS Introduction 4 General context 5 Geography
Creation of Soil Liquefaction Susceptibility Maps for San Luis Obispo & Marin Counties using Geographic Information Systems. Amelia M. Lowman December 2009 Dr. Lynn E. Moody Adviser Earth and Soil Sciences
Flood Zone Investigation by using Satellite and Aerial Imagery Younes Daneshbod Islamic Azad University-Arsanjan branch Daneshgah Boulevard, Islamid Azad University, Arsnjan, Iran Email: firstname.lastname@example.org
Shoreface and Fluvial Reservoirs in the Lower Grand Rapids Formation, Taiga Project, Cold Lake Oil Sands Garrett M. Quinn and Tammy M. Willmer Osum Oil Sands Corp. Introduction The Lower Grand Rapids (LGR)
REPORT On contract research for SSI SOILS AND AGRICULTURAL POTENTIAL FOR THE PROPOSED P166 ROAD, NEAR MBOMBELA, MPUMALANGA PROVINCE By D.G. Paterson (Pr. Nat. Sci. 400463/04) October 2012 Report No. GW/A/2012/48
Geological Visualization Tools and Structural Geology Geologists use several visualization tools to understand rock outcrop relationships, regional patterns and subsurface geology in 3D and 4D. Geological
1. Hydrogelogical mapping Jiri Sima Aim of HG map Groundwater and rocks qualitative permeability and quantitative potential of rock units aquifers / aquitards / aquiclides Water points (spatial distribution
What is Soil Survey? Soil Survey is a systematic examination, description, classification, and mapping of the soils in a given area. Brady and Weil. 1996 Who Produces Soil Survey Cooperative effort between
The Hydrologic Cycle Page 1 of 1 Name Directions: The hydrologic cycle consists of the processes that change and move water through the earth s system. Use the terms below to label the hydrologic cycle.
Kamla-Raj 2008 J. Hum. Ecol., 23(4): 325-329 (2008) Drainage Problems in a Tropical Environment: Perspectives on Urban Quality Management H. I. Jimoh Department of Geography, University of Ilorin, Ilorin,
overflow can lead into a permeable conveyance system to increase further the benefit and reduce the need for pipe systems. Pollutant removal rates have been shown to be high, with some pollutants being
Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed
Additional crossing of the Clarence River at Grafton Route Options Development Report Technical Paper Geotechnical Assessment for Route Options SEPTEMBER 2012 Roads and Maritime Services Main Road 83 Summerland
Chittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme Main Report Deliverable 02 Sub-Surface Properties of Soil Development in Rangamati, Bandarban and Khagrachari Municipality
WINTERTIJD 21 MAART EN 21 SEPTEMBER www.pauldekort.nl email@example.com 2010 A work of art commissioned by the municipal Coevorden ZONSONDERGANG 21 JUNI EN 6 AUGUSTUS 21 MAART EN 21 SEPTEMBER EMBER EN
WEATHERING, EROSION, and DEPOSITION REVIEW Weathering: The breaking up of rock from large particles to smaller particles. a) This Increases surface area of the rock which speeds the rate of chemical weathering.
NICOP IX International Conference on Permafrost University of Alaska Fairbanks 2008 Session 28: Cold Regions Infrastructures and Transportation Permafrost in Marine Deposits at Ilulissat Airport in Greenland,
Urban Climatic Map of Arnhem City Renè Burghardt, Lutz Katzschner, Sebastian Kupski, University Kassel Ren Chao, Tejo Spit University Utrecht May 2010 1 1 INTRODUCTION In the framework of urban planning
Quantifying Heterogeneities and Their Impact from Fluid Flow in Fluvial-Deltaic Reservoirs: Lessons Learned from the Ferron Sandstone Outcrop Analogue* Peter E. Deveugle 1, Matthew D. Jackson 1, Gary J.