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[1] A LHAMID A . A .- H USAIN D . - N EGM A . A . M . (1994): “Length and depth of hydraulic jump in sloping channels", Journal of Research, Vol.32, No.6, pagg. 899 - 910.

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Bibliografia

[1] A LHAMID A . A .- H USAIN D . - N EGM A . A . M . (1994): “Length and depth of hydraulic jump in sloping channels", Journal of Research, Vol.32, No.6, pagg. 899 - 910.

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[13] H AGER W. (1992): “Energy dissipators and hydraulic jump”, Water Science and Technology Library.

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[15] K INDSVATER C.E. (1942): “The hydraulic jump in slooping channels", Proceedings ASCE, Vol.68, n°9, pagg. 1473 - 1486.

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[18] N ARAYANAN R.,S CHIZAS L.S. (1980): “Force on sill of forced jump”, Journal of Hydraulic Division, July 1980 HY7, pagg. 1159 - 1172.

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[20] O HTSU I., Y ASUDA Y., H ASHIBA H. (1993): “Drag on vertical sill of forced hydraulic jump”, Proc., 25

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IAHR Congr., Vol.1, pagg. 329 - 336.

[21] O HTSU I., Y ASUDA Y., Y AMANAKA Y. (1991): “Drag on vertical sill of forced jump”, Journal of Hydraulic Research, Vol.29, No.1, pagg. 29 - 47.

[22] O HTSU I., Y ASUDA Y. (1991): “Hydraulic jump in sloping channels”, Journal of Hydraulic Engineering, Vol.117, No.7, July 1991, pagg. 905 - 921.

[23] O HTSU I. (1981): “Forced hydraulic jump by a vertical sill”, Trans. JSCE, Vol.13, 165 - 168.

[24] O KADA A., A KI S. (1955): “Experimental study of hydraulic jump on reversed slope apron”, Journal of Technical Laboratory, Vol.5, No.6, Central Research Institute of Electric Power Industry, Tokyo, Japan.

[25] P AGLIARA S. (1994): “Ricerca sperimentale sui dissipatori idraulici”, Scuola Superiore di Studi Universitari e di Perfezionamento S. Anna Pisa, Cap IV, pagg. 135 - 158.

[26] P AGLIARA S., P ERUGINELLI A. (2000): “Limiting and sill-controlled adverse-slope hydraulic jump”, Journal of Hydraulic Engineering, Novembre, pagg. 847 – 851.

[27] P AGLIARA S., L OTTI I., P ALERMO M. (2008): “Hydraulic jump on rough bed of stream rehabilitation structures”, Journal of hydro-environment research, Giugno, pagg. 29 – 38.

[28] P AGLIARA S., C ARNACINA I., R OSHNI T., (2009): “Air-water flows in the presence of staggered and row boulders under macroroughness condition”, Water resources research, Vol.46.

[29] P AGLIARA S., C ARNACINA I., M AHMOUDI K URDISTANI S., P ALERMO M., (2010): “El Chaparral dam model: rooster tail formation on high sloped spillway”, 3rd International Researcher and Engineer Workshop on Hydraulic Structures.

[30] P AGLIARA S., M AHMOUDI K URDISTANI S., R OSHNI T., (2011): “Rooster tail wave hydraulics of chutes”, Journal of Hydraulic Engineering, Settembre.

[31] P ERUGINELLI A., P AGLIARA S., CEI O. (1998): "Esperienze sul risalto idraulico in contropendenza”, Dipartimento di Ingegneria Edile, Idraulica e del Territorio - Facoltà di Ingegneria - Università degli Studi di Pisa.

[32] P ERUGINELLI A., P AGLIARA S. (1996): “Salto di fondo con corrente in arrivo su fondo

acclive”, Scritti in onore di Mario Ippolito, Napoli, pagg 547 - 558.

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