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    Flood-Induced Hydrodynamic and Debris Impact Forces on Single-Span Masonry Arch Bridge 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021043-1
    Author(s): Eda Majtan; Lee S. Cunningham; Benedict D. Rogers
    Publisher: ASCE
    Abstract: This paper explores flood-induced hydrodynamic and debris impact forces on masonry arch bridges using the numerical method smoothed particle hydrodynamics (SPH). Masonry arch bridges make up a significant proportion of the ...
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    Multiphysics Coupling Using SPH for Coastal Structures Subject to Tsunami-Driven Hydrodynamic and Debris Impact Loads 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024021-1
    Author(s): Kenshiro Ishiki; Lee S. Cunningham; Benedict D. Rogers
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the behavior of a tsunami-like bore carrying debris impacting a structure, examining the variability of the debris impact forces simulated using smoothed particle hydrodynamics (SPH) and assessing ...
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    Flood Wave Modeling Based on a Two-Dimensional Modified Wave Propagation Algorithm Coupled to a Full-Pipe Network Solver 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Hossein Mahdizadeh; Peter K. Stansby; Benedict D. Rogers
    Publisher: American Society of Civil Engineers
    Abstract: Flood propagation over urban areas can cause an interaction between the free-surface flow and large underground pipe networks used for sewage and storm drainage, causing outflows and inflows at the bed. The waves resulting ...
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    Influence of Orientation and Arrangement of Structures on Tsunami Impact Forces: Numerical Investigation with Smoothed Particle Hydrodynamics 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021006-1
    Author(s): Gede Pringgana; Lee S. Cunningham; Benedict D. Rogers
    Publisher: ASCE
    Abstract: This paper explores the influence of onshore structures' orientations and arrangements during a tsunami impact using the numerical method of smoothed particle hydrodynamics (SPH). Observations from previous tsunami events ...
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