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    Experimental Study on Cross-Vane Scour Morphology in Curved Horizontal Channels 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Sahameddin Mahmoudi Kurdistani; Stefano Pagliara
    Publisher: American Society of Civil Engineers
    Abstract: In-stream grade-control hydraulic structures have been employed to reinstate riverbeds, to protect riverbanks, and to improve aquatic habitats. This paper aims to study scour phenomena and morphologies downstream of ...
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    Scour of Clear Water Rock W-Weirs in Straight Rivers 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Stefano Pagliara; Sahameddin Mahmoudi Kurdistani; Liborio Cammarata
    Publisher: American Society of Civil Engineers
    Abstract: Scour characteristics downstream of rock W-weir structures were studied in a horizontal straight channel and under clear water conditions. For each structure, different hydraulic conditions were considered, including ...
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    Rooster Tail Wave Hydraulics of Chutes 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Stefano Pagliara; Sahameddin Mahmoudi Kurdistani; Thendiyath Roshni
    Publisher: American Society of Civil Engineers
    Abstract: Supercritical flow below chute piers generates an aerated flow known as rooster tail. Their behavior varies along the spillway or chute for different Froude numbers. This paper aims to analyze the effect of various parameters ...
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    Clear Water Scour Downstream of Log Deflectors in Horizontal Channels 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Stefano Pagliara; Leila Hassanabadi; Sahameddin Mahmoudi Kurdistani
    Publisher: American Society of Civil Engineers
    Abstract: Stream deflectors are in-stream hydraulic structures that limit the flow channel width, thereby accelerating the flow through the constricted section. Single-wing and double-wing log deflectors are the two most commonly ...
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    New Prediction Formula for Pore Pressure Distribution inside Rubble-Mound Breakwater Core 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Giuseppe Roberto Tomasicchio; Sahameddin Mahmoudi Kurdistani
    Publisher: ASCE
    Abstract: A new prediction formula is proposed to determine wave-induced pore pressure height distribution inside the core of rubble-mound breakwaters. Existing observed field and experimental data in the literature have been examined, ...
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    Scour Features due to Inclined and Curved Rock Sills at River Bends 

    Source: Journal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024014-1
    Author(s): Sahameddin Mahmoudi Kurdistani; Michele Palermo; Simone Pagliara
    Publisher: American Society of Civil Engineers
    Abstract: Rock-sills are instream low-head structures generally used to stabilize the riverbed. Their presence causes the formation of pools and riffles along the river, thus improving the aquatic habitat and creating resting spots ...
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    Simple Wave Breaking Depth Index Formula for Regular Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Giuseppe Roberto Tomasicchio; Sahameddin Mahmoudi Kurdistani; Felice D’Alessandro; Leila Hassanabadi
    Publisher: ASCE
    Abstract: A simple formula to determine the wave breaking depth index for regular waves is proposed. In the literature, there are several formulas for determining the breaker depth index, which, over the years, have gradually evolved ...
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