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    Rating Curves for Dam-Break Flows 

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: The area of a looped rating curve for a channel cross section is indicative of the dynamic effects of a flood wave. These effects may be used as a criterion to decide the suitability of a simplifying approximation, such ...
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    Effects of Bed Material and Downstream Flow Depth on the Evolution of Bed in a Right-Angled Open-Channel Confluence 

    Source: Journal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023033-1
    Author(s): Wahidullah Hakim Safi; Pranab K. Mohapatra
    Publisher: ASCE
    Abstract: Effects of bed material and downstream flow depth on bed evolution in a right-angled channel confluence were studied through laboratory experiments. Velocity field, water surface elevation, and bed profile were measured ...
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    Separation Zone in Flow past a Spur Dyke on Rigid Bed Meandering Channel 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Kedar Sharma; Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: Flow past a spur dyke on a rigid bed meandering channel with a trapezoidal cross section has been studied experimentally. An acoustic Doppler velocimeter (ADV) was used to measure the velocities. The results show that ...
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    Studying the Peak Discharge through a Planar Dam Breach 

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Rajkumari Kaurav;Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: Studying the flow through a dam breach is important because it is characterized by a great deal of uncertainty and can be associated with loss of lives and properties. In the present study, planar dam breach erosion due ...
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    Studying the Peak Discharge through a Planar Dam Breach 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Rajkumari Kaurav; Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: Studying the flow through a dam breach is important because it is characterized by a great deal of uncertainty and can be associated with loss of lives and properties. In the present study, planar dam breach erosion due ...
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    Numerical Solution of Boussinesq Equations to Simulate Dam-Break Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Pranab K. Mohapatra; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the effect of nonhydrostatic pressure distribution, dam-break flows are simulated by numerically solving the one-dimensional Boussinesq equations by using a fourth-order explicit finite-difference scheme. ...
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    Effect of Flow Depth, Ions, and Salinity on Suspended Sediment Concentration 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Venu Chandra; Pranab K. Mohapatra; Franz Nestmann
    Publisher: American Society of Civil Engineers
    Abstract: Effects of flow depth, ions, and salinity on the evolution of suspended sediment concentration (SSC) are presented. Experiments are conducted in an annular flume using three different sediments (Rhine mud, alumina, and ...
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    Three-Dimensional Numerical Simulation of the Flood-Wave Propagation 

    Source: Journal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022038
    Author(s): Abhishek K. Pandey; Pranab K. Mohapatra
    Publisher: ASCE
    Abstract: The present paper attempts to study the flood wave propagation at a right-angled
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    Flow Dynamics and Pollutant Transport at an Artificial Right-Angled Open-Channel Junction with a Deformed Bed 

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023006-1
    Author(s): Abhishek K. Pandey; Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: Artificial open-channel junctions have sharp corners and a smaller width-to-depth ratio. Despite numerous studies on channel junctions, knowledge on turbulent structures and their role in mixing at artificial junctions is ...
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    3D Numerical Simulations of the Bed Evolution at an Open-Channel Junction in Flood Conditions 

    Source: Journal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024007-1
    Author(s): Abhishek K. Pandey; Pranab K. Mohapatra
    Publisher: American Society of Civil Engineers
    Abstract: Open-channel junctions pose a risk associated with flooding and erosion. However, despite the numerous studies concerning the channel junctions, the bed and flow field evolutions at junctions for flood conditions have yet ...
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