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Geomorphology 303 (2018) 191–209


                                                Contents lists available at ScienceDirect
                                                    Geomorphology



                                     journal homepage: www.elsevier.com/locate/geomorph



          Boulder coastal deposits at Favignana Island rocky coast (Sicily, Italy):
          Litho-structural and hydrodynamic control

                                          a
                       a,
                                                          a
                                                                                            c
                                                                          b
          Fabrizio Pepe ⁎, Marta Corradino ,NicolòParrino , Giovanni Besio , Valeria Lo Presti ,PietroRenda  a,d ,
                         e
                                           e
          Lucio Calcagnile , Gianluca Quarta , Attilio Sulli  a,d , Fabrizio Antonioli  c
          a
          Dipartimento di Scienze della Terra e del Mare, Via Archirafi 22, Università di Palermo, Italy
          b
           Dipartimento di Ingegneria Civile, Chimica e Ambientale, Università degli Studi di Genova, Via Montallegro, 1, 16145 Genova, Italy
          c
          ENEA Agenzia Nazionale per le nuove tecnologie, l'energia e lo sviluppo sostenibile, Via Anguillarese 301, S. Maria di Galeria, Rome, Italy
          d  Istituto Nazionale di Geofisica e Vulcanologia, sez. di Palermo, Via Ugo la Malfa 153, Palermo, Italy
          e
          CEntro di DAtazione e Diagnostica (CEDAD), Dipartimento di Matematica e Fisica “Ennio De Giorgi”, Università del Salento, Via per Monteroni, Lecce, Italy
          article     i nfo               abstract
          Article history:                Boulders are frequently dislodged from rock platforms, transported and deposited along coastal zones by high-
          Received 14 July 2017           magnitude storm waves or tsunamis. Their size and shape are often controlled by the thickness of bedding planes
          Received in revised form 15 November 2017  as well as by high-angle to bedding fracture network. We investigate these processes along two coastal areas of
          Accepted 19 November 2017       Favignana Island by integrating geological data for 81 boulders, 49 rupture surfaces (called sockets) and fracture
          Available online xxxx
                                          orientation and spacing with four radiocarbon dates, numerical hydrodynamic analysis, and hindcast numerical
                                          simulation data. Boulders are scattered along the carbonate platform as isolated blocks or in small groups, which
          Keywords:
                                          form, as a whole, a discontinuous berm. Underwater surveys also highlight free boulders with sharp edges and
          Boulders
          Fracture network                sockets carved out in the rock platform. Boulders are composed of ruditic- to arenitic-size clastic carbonates.
          Hydrodynamic equations          Their size ranges from 0.6 to 3.7 m, 0.55 to 2.4 m, and 0.2 to 1 m on the major (A), medium (B), and minor
          Storm waves                     (C) axes, respectively. The highest value of mass estimation is 12.5 t. Almost all of boulders and sockets are char-
                                          acterized by a tabular or bladed shape. The comparisons between a) the fractures spacing and the length of A- and
                                          B-axes, and b) the frequency peaks of C-axis with the recurrent thickness of beds measured along the coastal zone
                                          demonstrate the litho-structural control in the size and shape of joint-bounded boulders. These comparisons, to-
                                          gether with the similarity between the shapes of the boulders and those of the sockets as well as between the
                                          lithology of boulders and the areas surrounding the sockets, suggest that blocks originate by detachment from
                                          the platform edge. Thus, the most common pre-transport setting is the joint-bounded scenario. Hydrodynamic
                                          equations estimate that the storm wave heights necessary to initiate the transport of blocks diverge from ~2 m
                                          to ~8 m for joint-bounded boulders and from few tens of centimeters up to ~11 m for submerged boulders.
                                          The comparison between the wave heights at the breaking point of the coastal zones with the results of hydro-
                                          dynamic equations shows that waves approaching the coastline are able to transport all surveyed boulders. Our
                                          data suggest that boulders have been transported by several storm events, even in very recent times.
                                                                                         © 2017 Elsevier B.V. All rights reserved.


          1. Introduction                                      the coastal area (e.g. Mastronuzzi and Sansò, 2004; Hall et al., 2006;
                                                               Hansom et al., 2008; Suanez et al., 2009). Examples of boulders
            Coastal boulder deposits, organized into distinctive ridges, berms,  transported and deposited along the central Mediterranean Sea coasts
          and mounds, are frequently observed either along rock platforms  as a consequence of high-magnitude storm waves or tsunamis are doc-
          edges or on top of bedrock cliffs at different heights (e.g. Trenhaile,  umented by Mastronuzzi and Sansò (2004, 2000) and Mastronuzzi et al.
          2005; Scicchitano et al., 2007; Goto et al., 2009; Etienne and Paris,  (2007) for the Ionian Coast (Italy); Mastronuzzi and Pignatelli (2012)
          2010; Furlani et al., 2014). Boulders were often described as blocks de-  for the Ionian coast of Apulia; Barbano et al. (2010) and Scicchitano
          tached from platform edges, and then transported and deposited along  et al. (2007) for the Ionian coast of south-eastern Sicily (Italy); Biolchi
                                                               et al. (2016) for the coast of Malta; Shah-Hosseini et al. (2016) for the
                                                               Mediterranean coast of Egypt; Shah-Hosseini et al. (2013), Vella et al.
           ⁎ Corresponding author at: Dipartimento di Scienze della Terra e del Mare, Via Archirafi,
          22, 90123 Palermo, Italy.                            (2011) and Piscitelli et al. (2017) for the Southern France; and Nappi
            E-mail address: fabrizio.pepe@unipa.it (F. Pepe).  et al. (2017) for the Salento Peninsula (Italy); Öğretmen et al. (2015)

          https://doi.org/10.1016/j.geomorph.2017.11.017
          0169-555X/© 2017 Elsevier B.V. All rights reserved.
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