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    Editor’s Note 

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Lindell Ormsbee
    Publisher: American Society of Civil Engineers
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    Optimal Upgrading of Hydraulic‐Network Reliability 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Lindell Ormsbee; Avner Kessler
    Publisher: American Society of Civil Engineers
    Abstract: A least‐cost methodology is presented for use in upgrading existing single‐source water‐distribution networks in order to sustain any single component failure (link or node). The methodology is developed by casting the ...
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    Optimal Water Quality Management Strategies for Urban Watersheds Using Macrolevel Simulation and Optimization Models 

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Mohammad Tufail; Lindell Ormsbee
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of an optimal water quality tool for managing wet weather discharges that uses a macrolevel simulation model (i.e., the Streeter-Phelps equation) linked with a highly efficient optimization ...
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    A Heuristic for Strategic Valve Placement 

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 148 ):;issue: 002:;page 04021103
    Author(s): Erika Hernandez Hernandez; Lindell Ormsbee
    Publisher: ASCE
    Abstract: An iterative heuristic is proposed to improve the distribution of isolation valves within an existing water distribution network to decrease the magnitude of service interruptions while using the minimum number of valves ...
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    Segment Identification Procedure for Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 005:;page 04021013-1
    Author(s): Erika Hernandez Hernandez; Lindell Ormsbee
    Publisher: ASCE
    Abstract: Isolation valves are a fundamental element of water distribution systems because they provide the ability to disconnect sections of the network, which is essential to address routine maintenance and emergency conditions. ...
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    Evolution of a Watershed-Management Framework in the Kentucky River Basin 

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Lindell Ormsbee; Malissa McAlister
    Publisher: American Society of Civil Engineers
    Abstract: Following an increased emphasis on watershed management by the U.S. Environmental Protection Agency (EPA) in the 1990s, the Kentucky Division of Water (KDOW) developed and implemented a watershed-management framework process ...
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    Segment-Based Assessment of Consequences of Failure on Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 004:;page 04021009-1
    Author(s): Erika Hernandez Hernandez; Lindell Ormsbee
    Publisher: ASCE
    Abstract: This paper presents an assessment methodology that considers the impact of actual valve locations in a water distribution system in creating discrete isolated groups of pipes or segments when evaluating the performance of ...
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    Artificial Intelligence-Based Inductive Models for Prediction and Classification of Fecal Coliform in Surface Waters 

    Source: Journal of Environmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Mohammad Tufail; Lindell Ormsbee; Ramesh Teegavarapu
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the use of inductive models developed using two artificial intelligence (AI)-based techniques for fecal coliform prediction and classification in surface waters. The two AI techniques used include ...
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    Methodology for pH Total Maximum Daily Loads: Application to Beech Creek Watershed 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Lindell Ormsbee; Amin Elshorbagy; Emily Zechman
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a methodology for developing total maximum daily loads (TMDLs) for pH impaired streams that characterizes the pH impact in terms of an associated hydrogen ion load. Because pH and an equivalent ion load ...
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    Optimal Upgrading of Water Distribution Network Redundancy 

    Source: Journal of Water Resources Planning and Management:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Rajesh Gupta; Nikita Kakwani; Lindell Ormsbee
    Publisher: American Society of Civil Engineers
    Abstract: A new two-stage iterative methodology is presented for upgrading of single-source water distribution networks to achieve redundancy. In the first stage, the existing network is strengthened using linear programming (LP) ...
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