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    On the Momentum Balance in Linear-Combination Models for the Transition Zone 

    Source: Journal of Turbomachinery:;2000:;volume( 122 ):;issue: 003:;page 587
    Author(s): J. Dey
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The momentum balance of the linear-combination integral model for the transition zone is investigated for constant pressure flows. The imbalance is found to be small enough to be negligible for ...
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    Free Overfall in Inverted Semicircular Channels 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical and experimental study on free overfall in a smooth inverted semicircular channel. Applying the momentum equation based on the Boussinesq approximation, the flow upstream of a free overfall ...
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    End Depth in U-Shaped Channels: A Simplified Approach 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a simplified approach to determine the end depth of a free overfall in horizontal U-shaped channels. The flow over the free overfall is simulated by that over a sharp-crested weir to calculate the ...
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    Closure to “Time Variation of Scour at Abutments” by Subhasish Dey and Abdul Karim Barbhuiya 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
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    Closure to “EDR in Circular Channels” by Subhasish Dey 

    Source: Journal of Irrigation and Drainage Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
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    Chebyshev Solution as Aid in Computing GVF by Standard Step Method 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: The standard step method is commonly used to compute free surface profiles in gradually varied flow (GVF) through open channels. In this study, generalized numerical solutions in the Chebyshev form are presented for the ...
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    EDR in Circular Channels 

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified approach to determine the end depth of a free overfall in horizontal or mildly sloping circular channels. The flow over a free overfall in a circular channel is simulated by that over a ...
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    Bank Profile of Threshold Channels: A Simplified Approach 

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: A simplified model is presented for the computation of shape and dimensions of the cross section of a self-formed straight threshold channel with noncohesive uniform sediments. The model is based on the equilibrium of the ...
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    Choke-Free Flow in Circular Channels with Increase in Bed Elevations 

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: Physical solutions for the flow through circular channels due to increase in bed elevations are obtained, satisfying the condition of choke-free flow. In this analysis, three different cases of channel transitions, commonly ...
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    Sea Ice Cover and Related Atmospheric Conditions in Arctic Canada During the Summer of 1978 

    Source: Monthly Weather Review:;1980:;volume( 108 ):;issue: 012:;page 2092
    Author(s): Dey, B.
    Publisher: American Meteorological Society
    Abstract: Maps are presented of sea ice cover and open water in the Canadian Arctic for the final day of each month, June?September, 1978. The maps are derived from NOAA satellite imagery and show an extent of open water which is ...
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