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    Density Functions for Entrainment and Deposition Rates of Uniform Sediment 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Mohamed Elhakeem; Jasim Imran
    Publisher: American Society of Civil Engineers
    Abstract: A model has been developed for the prediction of the density functions of bed-elevation and entrainment and deposition rates of sediment in sand bed streams within the lower regime flow condition. The model incorporates ...
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    Density Functions for Entrainment and Deposition Rates of Nonuniform Sediment 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Mohamed Elhakeem; Jasim Imran
    Publisher: American Society of Civil Engineers
    Abstract: A model was developed for the prediction of the density functions of entrainment and deposition rates of nonuniform sediment. The model incorporated both statistical and deterministic parameters in its formulation. The ...
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    Bedload Model for Nonuniform Sediment 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Mohamed Elhakeem; Jasim Imran
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a bedload model for nonuniform sediment is developed considering the density function of sediment entrainment with no active layer. The model is formulated based on physical considerations, dimensional ...
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    Confluence of Lock-Exchange Density Currents 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 003:;page 04021060
    Author(s): Hassan Ismail; Jasim Imran
    Publisher: ASCE
    Abstract: Density currents represent a broad class of flows driven by gravity acting on a density difference with the ambient environment. The understanding of the underlying mechanisms of density currents and their implications on ...
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    Three-Dimensional Modeling of Negatively Buoyant Flow in Diverging Channels 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Ahmed Kassem; Jasim Imran; Jamil A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: Diverging channels, also known as diffusers, represent common natural and industrial outlets to lakes, reservoirs, and rivers. If the outflow in a diffuser has a larger density than the ambient water, the inflow may plunge ...
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    Numerical Model of Turbidity Currents with a Deforming Bottom Boundary 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Heqing Huang; Jasim Imran; Carlos Pirmez
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model of turbidity currents with a deforming bottom boundary has been developed. The model predicts the vertical structure of the flow velocity and concentration as well as change in the bed level due to erosion ...
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    Numerical Study of Turbidity Currents with Sudden-Release and Sustained-Inflow Mechanisms 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Heqing Huang; Jasim Imran; Carlos Pirmez
    Publisher: American Society of Civil Engineers
    Abstract: A well-tested numerical model based on the Reynolds averaged Navier–Stokes equations with
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    Closure to “Experimental Investigation of the Effects of Soil Properties on Levee Breach by Overtopping” by Jose A. Feliciano Cestero, Jasim Imran, and M. Hanif Chaudhry 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Jose A. Feliciano Cestero; Jasim Imran; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
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    Numerical Modeling of Three-Dimensional Flow Field Around Circular Piers 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Tarek M. Salaheldin; Jasim Imran; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional numerical model
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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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