Biography

Dr. Michele Iervolino

Department of Civil Engineering, Industrial Design, Construction and Environment
Second University of Naples (I)


Email: michele.iervolino@unina2.it


Qualifications

2005 Ph.D., University of Naples “Federico II”, Hydraulic and Environmental Engineering

2001 M.Sc., University of Naples “Federico II”, Environmental Engineering


Publications (Selected)

  1. Di Cristo C, Iervolino M, Vacca A (2013). On the applicability of minimum channel length criterion for roll-waves in mud-flows. JOURNAL OF HYDROLOGY AND HYDROMECHANICS, p. 286-292, ISSN: 0042-790X. doi: 10.2478/johh-2013-0036
  2. Di Cristo C, Iervolino M, Vacca A (2013). Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows. JOURNAL OF HYDROLOGIC ENGINEERING, ISSN: 1084-0699. doi: 10.1061/(ASCE)HE.1943-5584.0000881
  3. Di Cristo C, Iervolino M, Vacca A (2013). Boundary conditions effect on linearized mud-flow shallow model. ACTA GEOPHYSICA, vol. 61, p. 649-667, ISSN: 1895-6572. doi: 10.2478/s11600-013-0108-2
  4. Di Cristo C, Iervolino M, Vacca A (2013). Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane. APPLIED MATHEMATICAL SCIENCES, vol. 7, p. 1623-1641, ISSN: 1312-885X.
  5. DI CRISTO C, IERVOLINO M, VACCA A (2013). Waves Dynamics in a Linearized Mud-Flow Shallow Model. APPLIED MATHEMATICAL SCIENCES, vol. 7, p. 377-393, ISSN: 1312-885X.
  6. GRECO M, IERVOLINO M, LEOPARDI A, VACCA A (2012). A two-phase model for fast geomorphic shallow flows. INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, vol. 27, p. 409-425, ISSN: 1001-6279. doi: 10.1016/S1001-6279(13)60001-3
  7. Di Cristo C, Iervolino M, Vacca A. (2012). Discussion of "Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel" By Maurizio Venutelli. JOURNAL OF HYDRAULIC ENGINEERING, vol. 138, p. 915-917, ISSN: 0733-9429. doi: 10.1061/(ASCE)HY.1943-7900.0000538
  8. Di Cristo C, Iervolino M, Vacca A (2012). Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows. ACTA GEOPHYSICA, vol. 60, p. 173-190, ISSN: 1895-6572. doi: 10.2478/s11600-011-0039-8
  9. IERVOLINO M, DI NARDO A, DI NATALE M, GISONNI C (2010). Caratterizzazione della legge di perdita e di domanda di una rete di distribuzione idrica. L'ACQUA, vol. 2, p. 115-119, ISSN: 1125-1255.
  10. DI CRISTO C., IERVOLINO M., VACCA A., ZANUTTIGH B. (2010). Influence of relative roughness and Reynolds number on the roll waves spatial evolution.. JOURNAL OF HYDRAULIC ENGINEERING, vol. 136(1), p. 24-33, ISSN: 0733-9429. doi: 10.1061/(ASCE)HY.1943-7900.0000139
  11. DI CRISTO C., IERVOLINO M., VACCA A., ZANUTTIGH B. (2009). Roll-waves prediction in dense granular flows. JOURNAL OF HYDROLOGY, vol. 377, p. 50-58, ISSN: 0022-1694. doi: 10.1016/j.jhydrol.2009.08.008
  12. GRECO M, IERVOLINO M, VACCA A (2008). Discussion of “Boundary conditions in a two-layer geomorphological model. Application to a hydraulic jump over a mobile bed” by Céline Savary e Yves Zech. JOURNAL OF HYDRAULIC RESEARCH, vol. 46, p. 856-860, ISSN: 0022-1686.
  13. GRECO M, IERVOLINO M, LEOPARDI A (2008). Discussion of “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli. JOURNAL OF HYDRAULIC ENGINEERING, vol. 134, p. 676-678, ISSN: 0733-9429.
  14. DI CRISTO C, IERVOLINO M, VACCA A, ZANUTTIGH B (2008). Minimum channel length for roll wave generation. JOURNAL OF HYDRAULIC RESEARCH, vol. 46, p. 73-79, ISSN: 0022-1686.
  15. DI CRISTO C, IERVOLINO M, VACCA A (2006). Linear stability analysis of a 1-D morphological model with dynamical description of bed-load transport. JOURNAL OF HYDRAULIC RESEARCH, vol. 44, p. 80-87, ISSN: 0022-1686.
  16. CASCETTA F, DI NARDO A, DI NATALE M, GRECO R, IERVOLINO M (2005). Analisi degli effetti della distrettualizzazione sull’efficienza di una rete di distribuzione idrica. EIDOS, vol. 4, p. 48-58, ISSN: 1972-6988.
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