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    Scour‐depth Prediction Under Armoring Conditions 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Deva K. Borah
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure is proposed to predict scour depth on an alluvial bed having graded materials under certain flow conditions that can produce an armor layer at the bed surface. The procedure is based on calculation of ...
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    Discussion of “<i>Simulation of Bed Armoring in Alluvial Channels</i>” by Hong‐Yuan Lee and A. Jacob Odgaard (September, 1986, Vol. 112, No. 9) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Deva K. Borah
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Scour‐Depth Prediction Under Armoring Conditions</i>” by Deva K. Borah (October, 1989, Vol. 115, No. 10) 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Deva K. Borah
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Armoring and Sorting Simulation in Alluvial Rivers</i>” by M. Fazle Karim and Forrest M. Holly, Jr. (August, 1986, Vol. 112, No. 8) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Deva K. Borah
    Publisher: American Society of Civil Engineers
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    Lower Mississippi Salinity Analysis 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Armando Balloffet; Deva K. Borah
    Publisher: American Society of Civil Engineers
    Abstract: TWO procedures were developed to simulate salinity intrusion in the Mississippi River. The first one is based on the arrested salinity wedge theory and is applicable to quasi‐steady‐state flow conditions. It simulated very ...
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    Beach Evolution Caused by Littoral Drift Barrier 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Deva K. Borah; Armando Balloffet
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model is developed to predict the shoreline changes at Nome, Alaska due to the construction of a causeway that will connect the offshore port terminal with the onshore facilities. The model is based on a procedure ...
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    Closure to “<i>Routing Graded Sediments in Streams: Formulations</i>” by Deva K. Borah, Carlos V. Alonso, and Shyam N. Prasad (December, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Deva K. Borah; Carlos V. Alonso; Shyam N. Prasad
    Publisher: American Society of Civil Engineers
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    Storm Event and Continuous Hydrologic Modeling for Comprehensive and Efficient Watershed Simulations 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Deva K. Borah; Jeffrey G. Arnold; Maitreyee Bera; Edward C. Krug; Xin-Zhong Liang
    Publisher: American Society of Civil Engineers
    Abstract: Based on recent reviews of 11 physically based watershed models, the long-term continuous model soil and water assessment tool (SWAT) and the storm event dynamic watershed simulation model (DWSM) were selected to examine ...
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    Watershed Models for Development and Implementation of Total Maximum Daily Loads 

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 001
    Author(s): Deva K. Borah; Ebrahim Ahmadisharaf; G. Padmanabhan; Sanaz Imen; Yusuf M. Mohamoud
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews 14 prevalent watershed models for their capabilities, credibility, and suitability in total maximum daily load (TMDL) development and implementation. Brief descriptions of the models, including sources, ...
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