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    Discussion of “<i>Bed Shear from Velocity Profiles; A New Approach</i>” by Subrahmanyam Vedula and Ramakrishna Rao Achanta (January, 1985, Vol. 111, No. 1) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): Andrew J. Reese
    Publisher: American Society of Civil Engineers
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    Storm-Water Utility User Fee Credits 

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Andrew J. Reese
    Publisher: American Society of Civil Engineers
    Abstract: Urban storm-water utilities are an important funding method for storm-water programs. The rate structure is the basis on which the utility forms its fees and other secondary funding methods and rate modifiers. One rate ...
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    Design of Spillway Crests 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Andrew J. Reese; Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure for overflow spillway crests, which is applicable to a wide range of approach depths, upstream slopes, and heads on the crest, is developed. An earlier crest design procedure is used to proportion a ...
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    Discussion of “<i>Levels of Service Applied to Urban Streams</i>” by H. Rooney Malcom and Cynthia C. Lancaster (July/August, 1991, Vol. 117, No. 4) 

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Andrew J. Reese; Jane B. Suggs
    Publisher: American Society of Civil Engineers
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