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Auteur P. Molinaro |
Documents disponibles écrits par cet auteur (9)
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congrès/colloque
P. Molinaro ; ENEL ; Computer methods and water resources conference, Marrakesh, Marocco, 20-22 février 1991 (1991; MAR) | 1991One of the problem that has greatly attracted the interest of researchers in the field of hydraulics is dam-break wave analysis. This is probably due to the fact that a dam-break wave is characterized by strong acceleration and velocity of water[...]congrès/colloque
M. Fanelli ; G. Angelico ; ENEL ; M. De Gerloni ; P. Molinaro ; SOWAS'88, Delft, The Netherlands, 29 août - 2 septembre 1988 (1988; NLD) | 1988A description is given and results presented of mathematical and physical simulations performed to foresee in a quick but sufficiently accurate way the consequences of the probable overtopping of a natural dam formed by a landslide that obstruct[...]congrès/colloque
congrès/colloque
congrès/colloque
P. Molinaro ; A. Tamayo ; ENEL DIREZIONE STUDI E RICERCHE CENTRO DI RICERCA IDRAULICA E STRUTTURALE ; International conference on fluvial hydraulics, Budapest, juin 1988 (1988; HUN) | 1988A mathematical model for the simulation of bed evolution in rivers is presented. The basic equations are the energy equation for water and the continuity equation for sediment. These equations are coupled in the adopted solution technique. A stu[...]congrès/colloque
G. Giuseppetti ; P. Molinaro ; ENEL ; Int. symp. on analytical evaluation of dam related safety problems, Copenhague, 5 juillet 1989 (1989; DNK) | 1989In some countries, among which Italy, the law requires that an estimate of the extension of the areas that would be flooded in case of a dam failure has to be made. To this aim mathematical models can be used which can compute the time evolution[...]congrès/colloque
congrès/colloque
P. Molinaro ; D. Maione ; ENEL ; Colloque international pour la simulation des ondes de submersion, Montréal, Canada, avril 1991 (1991; CAN) | 1991After the issuing of the regulation n. 352 on December 4th 1987 by the Italian Ministry of Public Works, dam owners must compute the flood wave which would follow the hypothetical collapse of their dams. The purpose of these studies is to determ[...]congrès/colloque