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    Discussion of “<i>Cut Throat Flume Characteristics</i>” by Robert J. Keller (September, 1984, Vol. 110, No. 9) 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): Armando Balloffet
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Unsteady Flow Simulation for an Ice‐Covered River</i>” by Pojitha D. Yapa and Hung Tao Shen (November, 1986, Vol. 112, No. 11) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Armando Balloffet
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Venturi Flume of Minimum Space Requirements</i>” by Willi H. Hager (May, 1988, Vol. 114, No. 2) 

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Armando Balloffet
    Publisher: American Society of Civil Engineers
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    Discussion of “<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): Armando Balloffet
    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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