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    Closure to “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Soumendra Nath Kuiry; Dhrubajyoti Sen
    Publisher: American Society of Civil Engineers
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    Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Soumendra Nath Kuiry; Kiran Pramanik; Dhrubajyoti Sen
    Publisher: American Society of Civil Engineers
    Abstract: A simple yet precise relation between the flux gradient and the bed slope source term is presented, which produces a net force within the cell with an inclined water surface, but ensures still water condition when there ...
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    Discharge Characteristics of Semicylindrical-Edged Vertical Sluice Gates 

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025022-1
    Author(s): Pankaj Singh; Darshan Kshetri; Dhrubajyoti Sen
    Publisher: American Society of Civil Engineers
    Abstract: Sluice gates are used in open channels, such as irrigation canals, as an undershot structure for letting out controlled discharges and regulating the upstream water level. This necessitates a precise estimation of the ...
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    Coupled 1D–Quasi-2D Flood Inundation Model with Unstructured Grids 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Soumendra Nath Kuiry; Dhrubajyoti Sen; Paul D. Bates
    Publisher: American Society of Civil Engineers
    Abstract: A simplified numerical model for simulation of floodplain inundation resulting from naturally occurring floods in rivers is presented. Flow through the river is computed by solving the de Saint Venant equations with a ...
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