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    Discussion of “Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel” by Maurizio Venutelli 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca
    Publisher: American Society of Civil Engineers
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    Applicability of Kinematic, Diffusion, and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady shallow-layer flows may be described through full dynamic models or using simplified momentum equations, based on kinematic, diffusion, and quasi-steady approximations, which guarantee a reduction of the computational ...
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    Hydraulic and Hydrologic Invariance: Effectiveness of Green Roofs and Permeable Pavements 

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04025001-1
    Author(s): Erica Orsi; Gaetano Crispino; Michele Iervolino; Corrado Gisonni
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the capability of selected sustainable drainage systems (SuDS) to accomplish hydraulic hydrological invariance (HHI) was analyzed. The HHI principle is achieved if both the peak flow and the volume runoff ...
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    Influence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca; Barbara Zanuttigh
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the influence of the resistance coefficient variability onto the spatial development of roll-waves. Two models, based on time-asymptotic solutions of the linearized St. Venant equations, subject to ...
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    Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Cristiana Di Cristo; Massimo Greco; Michele Iervolino; Angelo Leopardi; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Fast geomorphic transients may involve complex scenarios of sediment transport, occurring near the bottom as bed load (i.e., saltating, sliding, and rolling) or as suspended load in the upper portion of the flow. The two ...
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    High-Order Global Algorithm for the Pressure-Driven Modeling of Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 148 ):;issue: 003:;page 04021109
    Author(s): Enrico Creaco; Armando Di Nardo; Michele Iervolino; Giovanni Santonastaso
    Publisher: ASCE
    Abstract: This paper presents a novel algorithm with improved convergence and robustness for the pressure-driven modeling of water distribution networks (WDNs), to be implemented as hydraulic engine in the fourth release of the SWANP ...
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    Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Cristiana Di Cristo; Massimo Greco; Michele Iervolino; Angelo Leopardi; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Fast geomorphic transients may involve complex scenarios of sediment transport, occurring near the bottom as bed load (i.e., saltating, sliding, and rolling) or as suspended load in the upper portion of the flow. The ...
    Request PDF
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