Carmelo Luca Sicilia

Geotechnical Specialist and Project Manager Assistant at Studio Pietrangeli l dams & hydropower engineering
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Contact Information
us****@****om
(386) 825-5501
Location
Rome, Latium, Italy, IT
Languages
  • Inglese (B2) Full professional proficiency
  • français Elementary proficiency
  • español Limited working proficiency

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Credentials

  • First Certificat of English
    Cambridge University Press
  • Practical injection workshop for underground construction
    BASF

Experience

    • Italy
    • Civil Engineering
    • 1 - 100 Employee
    • Geotechnical Specialist and Project Manager Assistant
      • Apr 2019 - Present

      QALIWANA HYDROPOWER (Fiji)MAIN TASKS- Managing of the project (deal with financer, client, stakeholders, subcontractors, and SP's team)- Planning execution and management of base studies (Topography, Geology/Geotechnics, Hydrology)MAIN FEATURESUpper Wailoa water transfer:Weirs on tributaries of the Wailoa river ( concrete, overflowing crest, No. 4 )Waterway tunnels ( Ltot = 13.5 km, Q = 4 m3/s )Qaliwana dam & HPP:Concrete arch gravity dam ( H = 63 m )Intake towerPower Waterways ( tunnel L = 2 km, steel penstock L = 0.3 km )Power House ( Outdoor type, IP = 18 MW, Hgross = 134 m )HV transmission lines to existing 132 kV gridAccess roadsNadarivatu HPP:Existing power waterways ( low pressure tunnel L = 2 km, steel penstock L = 1.6 km )Existing power house ( No. 2 Pelton turbines, IP = 42 MW, Hgross = 337 m, E = 101 GWh/y )Expansion from 42 MW to 60 MW ( additional third unit, IP = 18 MW )PROJECT DESCRIPTIONFeasibility study of the Qaliwana HPP and the upgrading of existing Nadarivatu hydroelectric scheme.The layout of Qaliwana hydropower will include an arch gravity dam, penstocks and an outdoor powerhouse (IP=18 MW). This plant will receive the flows also from Upper Wailoa catchment, through weirs and several tunnels.The assignment includes Nadarivatu HPP expansion through an additional turbine (IP=18 MW)The assignment is financed and managed by the European Investment Bank (EIB). We are working in collaboration with Energy Fiji Limited (EFL). Show less

    • Geotechnical Specialist and Project Manager Assistant
      • Mar 2019 - Present

      MULEMBO-LELYA HYDROPOWER (Zambia)MAIN TASKS- Managing of the project (deal with client, financer, stakeholders, subcontractors, and SP's team)- Planning execution and management of base studies (Topography, Geology/Geotechnics, Hydrology)MAIN FEATURESDam ( Rockfill, H = 50 m, L = 170 m )Hydraulic Tunnel ( L = 3.4 km, D = 3 m )Canal ( L = 1.2 km, W = 3 m )Canal ( L = 13.8, W = 4 m )Penstock ( L = 3.2 km, D = 3.5 m )Power House ( Outdoor, IP= 167 MW, No. 1 Pelton )PROJECT DESCRIPTIONMulembo-Lelya is a hydropower project located between the Central and Eastern provinces of Zambia, on the homonymous rivers. The hydroelectric scheme is conceived to exploit the potential of two rivers, Mulembo and Lelya, while they run close before converging.The project basically includes three main components: an upstream dam on the Mulembo river for the regulation of the flows, a water transfer scheme from Lelya to Mulembo rivers and a downstream hydropower plant on the Mulembo river. Show less

    • Geotechnical Specialist
      • Aug 2019 - Present

      ANGUILLES DAM (Mauritius)MAIN TASKS- site supervision of geotechnical investigations- interpretation of the site and laboratory tests - redaction of the Geotechnical Baseline Report- embankment settlement analysisMAIN FEATURESRockfill dam with concrete facing ( H = 55 m, Crest L = 2000 m )Cut-off ( plastic diaphragm, L = 2000 m, depth = 20 m )Reservoir ( Total capacity = 13.2 Mm3 )Spillway ( Type ungated, L = 30 m, Design Flood = 450 m3/s )Intake Tower ( Q = 1.58 m3/s )Outlet ( Q = 9.3 m3/s )PROJECT DESCRPTIONThe layout of the Rivière des Anguilles dam consists of a rockfill dam with an impervious upstream face about 55 m high and 2000 m long. The dam lays on residual soil that will be waterproofed through a cut-off consisting in a plastic wall diaphragm. The spillway is foreseen as a classic morning-glory type, separated from the dam's body, with an intake tower and the conduits going through the dam's foundation and a discharge capacity of 450 m3/s. Show less

    • Geotechnical Engineer, Topographical and Hydrological Surveyor
      • Mar 2019 - Dec 2019

    • Geotechnical Engineer, Topographical & Hydrological Surveyor
      • Mar 2019 - Sep 2019

    • geotechnical engineer
      • Feb 2016 - Apr 2019

    • topographical survyeor
      • Apr 2016 - May 2016

    • Ingegnere geotecnico
      • Dec 2015 - Feb 2016

    • Italy
    • Construction
    • 200 - 300 Employee
    • Tunnel engineer
      • Sep 2015 - Dec 2015

  • Geotecnical s.r.l.
    • Reggio Calabria, Italia
    • Ingegnere idraulico e geotecnico
      • Nov 2012 - Nov 2014

  • Geotenical Srl
    • Favazzina, Reggio Calabria
    • Ingegnere geotecnico
      • Jul 2014 - Aug 2014

    • Ingegnere idraulico
      • Nov 2013 - Jun 2014

    • Ingegnere idraulico
      • Feb 2013 - Oct 2013

    • Ingegnere idraulico
      • Jun 2012 - Dec 2012

    • Operatore
      • Mar 2010 - Jun 2010

    • Operatore
      • Feb 2006 - Jun 2006

Education

  • Sapienza Università di Roma
    Master di II livello in Progettazione Geotecnica, Ingegneria Civile
    2014 - 2015
  • Università degli Studi 'Mediterranea' di Reggio Calabria
    Master di secondo livello in Difesa del Territorio e Tutela dell'Ambiente, Ingegneria civile
    2012 - 2014
  • Università Mediterranea di Reggio Calabria
    Laurea Magistrale, Ingegneria Civile indirizzo Idraulica
    2009 - 2011
  • Università Mediterranea di Reggio Calabria
    Laurea Triennale, Ingegneria Civile
    2005 - 2009

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