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    Experimental and Numerical Investigations of Two-Dimensional Dam-Break Flows 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author(s): Lindsey Ann LaRocque; Jasim Imran; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents measurements of velocity profiles obtained from idealized dam-break experiments and results from numerical simulations of these experiments. Dam-break flows were generated in the laboratory by suddenly ...
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    Closure to “Experimental and Numerical Investigations of Two-Dimensional Dam-Break Flows,” by Lindsey Ann LaRocque, Jasim Imran, and M. Hanif Chaudhry 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author(s): Lindsey Ann LaRocque; Jasim Imran; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
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    Embankment Failures during the Historic October 2015 Flood in South Carolina: Case Study 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Ali Asghari Tabrizi; Lindsey Ann LaRocque; M. Hanif Chaudhry; Enrica Viparelli; Jasim Imran
    Publisher: American Society of Civil Engineers
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    Experimental Investigations of Partial-Breach Dam-Break Flows 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Mohamed Elkholy; Lindsey Ann LaRocque; M. Hanif Chaudhry; Jasim Imran
    Publisher: American Society of Civil Engineers
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    Experiments on Urban Flooding Caused by a Levee Breach 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author(s): Lindsey Ann LaRocque; Mohamed Elkholy; M. Hanif Chaudhry; Jasim Imran
    Publisher: American Society of Civil Engineers
    Abstract: Breached levees often cause extensive flood damage to urban and residential areas; there has been considerable interest in the numerical modeling of flooding of urban areas in recent years. However, comprehensive data that ...
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    Experimental Investigation of Flood Management by an Instantaneous Levee Breach 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021056
    Author(s): Ibrahim Adil Ibrahim Al-Hafidh; Melih Calamak; Lindsey Ann LaRocque; M. Hanif Chaudhry; Jasim Imran
    Publisher: ASCE
    Abstract: Laboratory experiments were conducted to investigate the reduction of flood depth in a channel due to an engineered levee breach. Different combinations of inflow hydrographs, breach openings, and floodplain storage areas ...
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