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    Comparison of AMI and SCADA Systems for Leak Detection and Localization in Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2023:;Volume ( 149 ):;issue: 011:;page 04023061-1
    Author(s): Sanghoon Jun; Kevin E. Lansey
    Publisher: ASCE
    Abstract: Various water distribution leak detection and localization methods have been proposed for supervisory control and data acquisition (SCADA) data collection systems. However, because their available numbers of measurements ...
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    Parameter Estimation for Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Kevin E. Lansey; Chuda Basnet
    Publisher: American Society of Civil Engineers
    Abstract: Calibration of a water distribution network is a long, tedious task, if analyzed by an engineer, with no guarantee of determining the proper system parameters. In addition, more utilities are moving toward automated control ...
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    Optimal Pump Operations Considering Pump Switches 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Kevin E. Lansey; Kofi Awumah
    Publisher: American Society of Civil Engineers
    Abstract: A methodology for determining optimal pump operation schedules for water‐distribution systems is presented. In addition to minimizing the energy‐consumption cost, the model includes a constraint to limit the number of pumps ...
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    Optimal Risk‐Based Inspection and Dredging Scheduling for Independent Dredge Reaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Kevin E. Lansey; Harikumar Menon
    Publisher: American Society of Civil Engineers
    Abstract: Channel maintenance dredging is a significant investment, and techniques to improve the decision process are needed. A methodology for determining the least cost schedule for inspecting and dredging a single channel reach ...
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    Optimization Model for Water Distribution System Design 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Kevin E. Lansey; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: A new methodology is developed for determining the optimal (minium‐cost) design of water distribution systems. The components that can be sized are the pipe network, pumps or pump station, and tanks. In addition, the optimal ...
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    Analytical Ground-Water Flow Solutions for Channel-Aquifer Interaction 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Avi Ostfeld; Eusuff Muzaffar; Kevin E. Lansey
    Publisher: American Society of Civil Engineers
    Abstract: A general solution scheme for determining ground-water levels for channel/group-water systems with recharge is developed and verified. The analytical solution uses the Laplace transform method to solve a linearized form ...
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    Optimal Control of Water Supply Pumping Systems 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Lindell E. Ormsbee; Kevin E. Lansey
    Publisher: American Society of Civil Engineers
    Abstract: The requirements and basic components of a typical optimal control environment for water‐supply pumping systems are presented and discussed. Examined model components include hydraulic network models, demand forecast models, ...
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    Multiphase DMA Design Methodology Based on Graph Theory and Many-Objective Optimization 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Jun Liu; Kevin E. Lansey
    Publisher: ASCE
    Abstract: Partitioning a water distribution system (WDS) into district metered areas (DMAs) is a difficult task due to the complex WDS structure and simultaneous consideration of multiple constraints. Further, alternative metrics ...
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    Optimization of Water Distribution Network Design Using the Shuffled Frog Leaping Algorithm 

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Muzaffar M. Eusuff; Kevin E. Lansey
    Publisher: American Society of Civil Engineers
    Abstract: (
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    Steady-State Water Quality Analysis for Pipe Network Systems 

    Source: Journal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Gunhui Chung; Kevin E. Lansey; Paul F. Boulos
    Publisher: American Society of Civil Engineers
    Abstract: In 1993 P. F. Boulos and T. Altman developed an efficient explicit scheme for determining steady state water quality in a distribution system for conservative and zero-order reacting constituents. This approach is extended ...
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