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    Local Scour Downstream of Positive-Step Stilling Basins 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Giuseppe Oliveto; Victor Comuniello
    Publisher: American Society of Civil Engineers
    Abstract: This note focuses on the temporal and spatial evolution of local scour below low-head spillways. Steady-flow experiments were carried out in a 1-m wide and 20-m long rectangular straight channel. The jet was generated by ...
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    Design and Hydraulics of a Combined Storm Overflow Structure 

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Giuseppe Oliveto; Mauro Fiorentino
    Publisher: American Society of Civil Engineers
    Abstract: Storm overflow structures in combined sewers are used to separate sewage from storm water. For subcritical approach flow, sideweirs are currently used; however, they often behave hydraulically poor. This study was conducted ...
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    Nonlinear Dynamic Analysis of Curved Surface Slider Systems Under Harmonic, Near-Fault, and Long-Period Ground Motions 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Nicholas D. Oliveto
    Publisher: ASCE
    Abstract: Seismic isolation is a widely adopted technology for the protection of building infrastructure from earthquakes. As one of the most effective seismic protection devices, curved surface slider (CSS) systems have been studied ...
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    Closure to “Further Results to Time-Dependent Local Scour at Bridge Elements” by Giuseppe Oliveto and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Shields’ Entrainment Criterion in Bridge Hydraulics 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Willi H. Hager; Giuseppe Oliveto
    Publisher: American Society of Civil Engineers
    Abstract: Two related problems of sediment hydraulics are addressed: (1) Inception of sediment transport for nearly uniform flow of both uniform and nonuniform sediment beds for two different sediment densities and grain sizes ranging ...
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    Temporal Evolution of Clear-Water Pier and Abutment Scour 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Scour related to bridge hydraulics received much attention in the past decade, including its relation to flood hydrology and hydraulic processes in addition to steady flow. This paper presents new research on bridge pier ...
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    Further Results to Time-Dependent Local Scour at Bridge Elements 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: This research intends to clarify the limitations of a local scour equation recently proposed, based on extended laboratory data collected at VAW, Zurich, Switzerland. The present project is concerned with four items: (1) ...
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    Closure to “Morphological Evolution of Dune-Like Bed Forms Generated by Bridge Scour” by Giuseppe Oliveto and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Morphological Evolution of Dune-Like Bed Forms Generated by Bridge Scour 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: This research intends to provide new insights on sediment transport at bridges, exploring the features of migrating dune-like bed forms generated immediately behind piers or abutments by local scour processes. An extended ...
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    Discharge Measurement in Circular Sewer 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Giuseppe Oliveto; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: The Sector Venturi is a novel design to determine discharge in sewers. Its main features are simplicity, accuracy of ±5%, and low cost. Further, the modular limit is comparable to standard flumes, and the capacity is equal ...
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