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    One-Dimensional Velocity Distribution in Seepage Bed Open Channels Using Tsallis Entropy 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004:;page 04023030-1
    Author(s): Anurag Sharma; Harsh Kumar; Bimlesh Kumar
    Publisher: ASCE
    Abstract: In the present study, a one-dimensional experimental velocity profile measured in seepage channels is evaluated by Tsallis entropy theory considering time-averaged velocity as a random variable. The velocity data was ...
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    Neural Modeling of Square Surface Aerators 

    Source: Journal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Achanta Ramakrishna Rao; Bimlesh Kumar
    Publisher: American Society of Civil Engineers
    Abstract: Applications of artificial neural networks in the field of aeration phenomena in surface aerators, which are not geometrically similar, are explored to predict reaeration rates under varying dynamic as well as geometric ...
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    Channel Hydrodynamics of Submerged, Flexible Vegetation with Seepage 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Thokchom Bebina Devi; Bimlesh Kumar
    Publisher: American Society of Civil Engineers
    Abstract: The presence of aquatic vegetation changes the flow characteristics in a channel. The impact of the presence of submerged, flexible vegetation in a channel with an additional parameter such as downward seepage is analyzed ...
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    Low-Cost Bioenergy Options for Rural India 

    Source: Journal of Management in Engineering:;2012:;Volume ( 028 ):;issue: 001
    Author(s): Rahul B. Hiremath; Bimlesh Kumar
    Publisher: American Society of Civil Engineers
    Abstract: By using a decentralized energy-planning (DEP) approach, this paper shows that biomass-based energy systems have the potential to meet all the rural energy needs from village to district level. DEP has been formulated and ...
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    Resistance Characteristics of Surface Aerators 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Achanta Ramakrishna Rao; Bimlesh Kumar
    Publisher: American Society of Civil Engineers
    Abstract: The resistance characteristics in terms of power consumption, interpreted in terms of Power number
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    Closure to “Resistance Characteristics of Surface Aerators” by Achanta Ramakrishna Rao and Bimlesh Kumar 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Achanta Ramakrishna Rao; Bimlesh Kumar
    Publisher: American Society of Civil Engineers
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    Evaluation of Frictional Pavement Resistance as a Function of Aggregate Physical Properties 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Madhu Lisha Pattanaik; Rajan Choudhary; Bimlesh Kumar
    Publisher:
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    Velocity Distribution in Seepage-Affected Alluvial Channels Using Renyi Entropy 

    Source: Journal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 006:;page 04022008
    Author(s): Anurag Sharma; Mrinal Roy; Vedant Jha; Bimlesh Kumar; V. P. Singh
    Publisher: ASCE
    Abstract: Assuming time-averaged normalized velocity as a random variable, the present work developed a Renyi entropy-based model for deriving one-dimensional and two-dimensional velocity distributions in seepage-affected alluvial ...
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    Anisotropy in Turbulent Flow over Two-Dimensional Fixed Bedforms with Downward Seepage 

    Source: Journal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023035-1
    Author(s): Pradyumna Kumar Behera; Vishal Deshpande; Mahesh Patel; Bimlesh Kumar
    Publisher: ASCE
    Abstract: The investigation of bedform configurations and their migration manifest under varying flow conditions in alluvial channels remains a persistent challenge for engineers and researchers due to the intricate nature and lack ...
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    Estimating Particle Froude Number of Sewer Pipes by Boosting Machine-Learning Models 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 002:;page 04022012
    Author(s): Deepti Shakya; Mayank Agarwal; Vishal Deshpande; Bimlesh Kumar
    Publisher: ASCE
    Abstract: Sediment deposition impacts the hydraulic capacity of a channel in urban drainage and sewer systems. To reduce the impact of this continuous deposition of sediment particles, sewer systems are typically designed with a ...
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