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    Discussion of “<i>Local Scour at Bridge Abutments</i>” by B. W. Melville (April, 1992, Vol. 118, No. 4) 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Virgilio Fiorotto
    Publisher: American Society of Civil Engineers
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    Fluctuating Uplift and Lining Design in Spillway Stilling Basins 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Virgilio Fiorotto; Andrea Rinaldo
    Publisher: American Society of Civil Engineers
    Abstract: The paper deals with the characterization and the control of transient uplift generated by turbulent pressure fluctuations in spillway stilling basins. Theoretical and experimental analyses are presented, defining the ...
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    Discussion of “Forces on Plunge Pool Slabs: Influence of Joints Location and Width” by J. F. Melo, A. N. Pinheiro, and C. M. Ramos 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): Virgilio Fiorotto; Elpidio Caroni
    Publisher: American Society of Civil Engineers
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    Unsteady Seepage Applied to Lining Design in Stilling Basins 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): Virgilio Fiorotto; Elpidio Caroni
    Publisher: American Society of Civil Engineers
    Abstract: Cases of damages experienced in stilling basins and on the toe of chute spillways are recognized to be due to global instantaneous uplift force resulting from imbalance between the instantaneous pressure distribution both ...
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    Blocks Stability in Plunge Pools under Turbulent Rectangular Jets 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Shayan Maleki; Virgilio Fiorotto
    Publisher: American Society of Civil Engineers
    Abstract: Energy dissipation through a rectangular jet discharging into a plunge pool is a common approach in dams engineering. This paper presents the results of a new experimental study on the pressure field generated by a rectangular ...
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    Scour due to a Falling Plane Jet: A Comprehensive Approach 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Shayan Maleki; Virgilio Fiorotto
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretically based procedure for predicting the local scour depth and shape downstream of rectangular falling jets induced by high hydraulic structures. This approach, based on a theoretical analysis ...
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    Closure to “<i>Fluctuating Uplift and Lining Design in Spillway Stilling Basins</i>” by V. Fiorotto and A. Rinaldo (April, 1992, Vol. 118, No. 4) 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Virgilio Fiorotto; Andrea Rinaldo
    Publisher: American Society of Civil Engineers
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    Direct Dynamic Force Measurement on Slabs in Spillway Stilling Basins 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Alberto Bellin; Virgilio Fiorotto
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new experimental procedure aimed at defining the global instantaneous uplift force, acting on slabs at the bottom of stilling basins. The global uplift force on slabs of different dimensions is measured ...
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    Design of Anchored Slabs in Spillway Stilling Basins 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Virgilio Fiorotto; Paolo Salandin
    Publisher: American Society of Civil Engineers
    Abstract: This paper characterizes the temporal behavior of uplift force generated by turbulent pressure fluctuations in spillway stilling basins. Theoretical and experimental analyses are presented that define the magnitude and ...
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    Hydraulic Jump Stilling Basin Design over Rough Beds 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020087-1
    Author(s): Shayan Maleki; Virgilio Fiorotto
    Publisher: ASCE
    Abstract: This paper presents a new method that is able to define the hydraulic jump peculiarities in rough-bed conditions. The findings of this paper improve the literature and guidelines on the design of a stilling basin over a ...
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