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    Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow 

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022020
    Author(s): Muhammed Hashid; Zulfequar Ahmad
    Publisher: ASCE
    Abstract: The present paper discusses an experimental study on the critical submergence for lateral dual horizontal intakes that are placed in a row and perpendicular to a uniform approach flow. The effect of clear spacing between ...
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    Scour Downstream of a Piano Key Weir with and without a Solid Apron 

    Source: Journal of Irrigation and Drainage Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021066
    Author(s): Binit Kumar; Zulfequar Ahmad
    Publisher: ASCE
    Abstract: Piano Key Weirs (PKWs) are often preferred over other spillways for the dam rehabilitation due to high discharging capacity. The present study investigates scour downstream of three cycles of PKWs with and without solid ...
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    Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024031-1
    Author(s): Akash Jaiswal; Zulfequar Ahmad; Surendra Kumar Mishra
    Publisher: American Society of Civil Engineers
    Abstract: This study aimed to investigate the critical suction velocity required for lifting sediment off the bed under hydrosuction. Flow characteristics below the suction pipe under unbound and bound conditions were studied ...
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    Scour Characteristics Downstream of a Gabion Weir 

    Source: Journal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04025005-1
    Author(s): Ali Shariq; Ajmal Hussain; Zulfequar Ahmad
    Publisher: American Society of Civil Engineers
    Abstract: Rectangular broad-crested gabions are economical- and environmental-friendly structures that are constructed to manage the transport of sediment in steep slope rivers. This study aims to study the pattern and extent of ...
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    Energy Dissipation on Block Ramps with Staggered Boulders 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Zulfequar Ahmad; Nadimetla M. Petappa; Bernhard Westrich
    Publisher: American Society of Civil Engineers
    Abstract: Block ramps are a short length of a steep channel armored with rocks, which produce high dissipation of energy. This technical note presents the results of experiments performed on a ramp having a staggered arrangement of ...
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    Sediment Movement over Type A Piano Key Weirs 

    Source: Journal of Irrigation and Drainage Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021018-1
    Author(s): Binit Kumar; Subhojit Kadia; Zulfequar Ahmad
    Publisher: ASCE
    Abstract: This investigation deals with the mechanics of movement of singular quartz gravel and coarse sand riverbed particles upstream and over the inlet key of three Type A piano key weir (PKW) models, which were recorded with a ...
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    A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs 

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023003-1
    Author(s): Subhojit Kadia; Elena Pummer; Binit Kumar; Nils Rüther; Zulfequar Ahmad
    Publisher: American Society of Civil Engineers
    Abstract: The existing equations for the discharge coefficient of Piano key weirs (PKWs) use a limited range of experimental data, which means that they are inappropriate for wide parametric ranges that might lead to significant ...
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