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    Applicability of Zero-Inertia Approximation for Overland Flow Using a Generalized Mass-Conservative Implicit Finite Volume Framework 

    Source: Journal of Hydrologic Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023042-1
    Author(s): Saumava Dey; Anirban Dhar
    Publisher: ASCE
    Abstract: The zero-inertia approximation of the shallow water equations has been observed to provide reasonably accurate results for various flood propagation problems. The commonly adopted explicit time schemes in the numerical ...
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    Parameter Estimation for a System of Beams Resting on Stone Column–Reinforced Soft Soil 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 003
    Author(s): Kousik; Deb; Anirban; Dhar
    Publisher: American Society of Civil Engineers
    Abstract: The paper pertains to the development of a methodology for the identification of optimal design parameters for a system of beams resting on a stone column–improved soft soil. The simulation optimization–based methodology ...
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    Saltwater Intrusion Management of Coastal Aquifers. I: Linked Simulation-Optimization 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author(s): Anirban Dhar; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: A set of different methodologies are developed for multiple objective management of coastal aquifers. The coastal aquifer management models are developed using a numerical simulation model, meta-model, and the multiple ...
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    Saltwater Intrusion Management of Coastal Aquifers. II: Operation Uncertainty and Monitoring 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author(s): Anirban Dhar; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: of the developed methodology are tested for an illustrative coastal aquifer study area, as presented by Dhar and Datta. Performance evaluations show potential applicability of the developed methodologies and some of the relative advantages....
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    Logic-Based Design of Groundwater Monitoring Network for Redundancy Reduction 

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Anirban Dhar; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is developed based on an optimization model solution for optimal design of groundwater quality monitoring network. Redundancy in monitoring network results in economic and overall inefficiency of the network. ...
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    Multiobjective Design of Dynamic Monitoring Networks for Detection of Groundwater Pollution 

    Source: Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Anirban Dhar; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is developed based on the solution of optimization models for optimal design of groundwater quality monitoring networks. The optimal monitoring network is time varying as the monitoring wells are installed ...
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    Interactive Evaporation of Neighboring Pendant and Sessile Droplet Pair 

    Source: Journal of Heat Transfer:;2022:;volume( 144 ):;issue: 012:;page 121603
    Author(s): Paul, Arnov;Dhar, Purbarun
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this article, we experimentally probe the vapormediated interaction behavior of evaporating sessile and pendant droplets in an interacting droplet (ID) system. For this purpose, a pendant droplet was introduced in the ...
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    Understanding the Influence of Thermal Treatment on Phase Changes and Reactivity of Smectite for Use in Limestone Calcined Clay Cement 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 003:;page 04025606-1
    Author(s): Dhar, Mehnaz; Bishnoi, Shashank
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe partial replacement of cement by calcined clays is seen as one of the most important avenues for producing low-carbon cements. However, the limited availability of kaolinite may become a major barrier for the ...
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    Axial Pullout Behavior of Buried Medium-Density Polyethylene Gas Distribution Pipes 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021120-1
    Author(s): Auchib Reza; Ashutosh Sutra Dhar
    Publisher: ASCE
    Abstract: This paper presents an experimental investigation into the axial pullout behavior of buried medium-density polyethylene (MDPE) pipes under various pulling rates. Tests were conducted in a facility developed at the Memorial ...
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    Assessment of Axial Pullout Force for Buried Medium-Density Polyethylene Pipelines 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 002:;page 04020074-1
    Author(s): Abu Hena Muntakim; Ashutosh Sutra Dhar
    Publisher: ASCE
    Abstract: The maximum axial force on a pipeline subjected to axial ground movement is commonly calculated using a design equation developed without proper consideration of soil-pipe interaction. The authors’ recent work revealed ...
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