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    Characteristics of Loose Rough Boundary Streams at Near-Threshold 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Subhasish Dey; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experimental results on the turbulent flow characteristics, measured by an acoustic Doppler velocimeter, over loose rough boundaries at the near-threshold of motion are reported. The primary endeavor was to ...
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    Scour below a High Vertical Drop 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Subhasish Dey; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results on scour below a high vertical drop (drop height/critical depth
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    Scour in Long Contractions 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Subhasish Dey; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results on local scour in long contractions for uniform and nonuniform sediments (gravels and sands) under clear-water scour are presented. An emphasis was given to conduct the experiments on scour in long ...
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    Characteristics of Horseshoe Vortex in Developing Scour Holes at Piers 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Subhasish Dey; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: The outcome of an experimental study on the turbulent horseshoe vortex flow within the developing (intermediate stages and equilibrium) scour holes at cylindrical piers measured by an acoustic Doppler velocimeter (ADV) are ...
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    Clear-Water Scour at Piers in Sand Beds with an Armor Layer of Gravels 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Subhasish Dey; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: Clear-water scour at circular and square piers, embedded in a sand bed overlain by a thin armor layer of gravels, was experimentally studied. Depending on the pier width, flow depth, armor gravel, and bed-sand sizes, three ...
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    Scour at Submerged Cylindrical Obstacles under Steady Flow 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Subhasish Dey; Rajkumar V. Raikar; Abhishek Roy
    Publisher: American Society of Civil Engineers
    Abstract: Results of an experimental study on clear-water scour at submerged cylindrical obstacles (circular cylinders) in uniform bed sediments under steady flow are presented. The scour depths at submerged circular cylinders are ...
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    Temporal Variation of Scour Depth at Nonuniform Cylindrical Piers 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Jau-Yau Lu; Zhong-Zhi Shi; Jian-Hao Hong; Jun-Ji Lee; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: The paper proposes a semiempirical model to estimate the temporal development of scour depth at cylindrical piers with unexposed foundations. A cylindrical pier with a foundation is considered as nonuniform pier. The concept ...
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    Characteristics of Recirculation Zone Structure behind an Impulsively Started Circular Cylinder 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Chang Lin; Shih-Chun Hsieh; Wei-Jung Lin; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of the recirculation zone structure behind an impulsively started circular cylinder for Reynolds number
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    Characteristics of Shear Layer Structure in Skimming Flow over a Vertical Drop Pool 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Wei-Jung Lin; Chang Lin; Shih-Chun Hsieh; Chien-Chuan Li; Rajkumar V. Raikar
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of shear layer structure between the sliding jet and the pool for skimming flows over a vertical drop pool were investigated experimentally, using flow visualization technique and high speed particle ...
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