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    Reliability of Remediation Designs in Presence of Modeling Error 

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Changqing Zhen; James G. Uber
    Publisher: American Society of Civil Engineers
    Abstract: An optimal hydraulic gradient control (OHGC) design involves the joint use of optimization and simulation models. When an imperfect ground-water simulation model is used, the reliability of the OHGC design has to be ...
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    Booster System Design Using Mixed-Integer Quadratic Programming 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Marco Propato; James G. Uber
    Publisher: American Society of Civil Engineers
    Abstract: A mixed-integer quadratic programming problem is proposed to locate booster stations and to identify their dosage schedules for maintaining disinfectant residual in drinking water distribution systems. Optimal booster ...
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    Calibrating Pipe Wall Demand Coefficient for Chlorine Decay in Water Distribution System 

    Source: Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Feng Shang; James G. Uber
    Publisher: American Society of Civil Engineers
    Abstract: Methodology and algorithm to calibrate pipe wall demand coefficients for chlorine decay using an input-output model framework are developed and applied. An input-output model of water quality in water distribution systems ...
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    Linear Least-Squares Formulation for Operation of Booster Disinfection Systems 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Marco Propato; James G. Uber
    Publisher: American Society of Civil Engineers
    Abstract: Maintaining a disinfectant residual in drinking water distribution networks is a challenge for water utilities. These challenges arise from the spatial and temporal distribution of water usage, and from chemical reactions ...
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    Sampling Design Methods for Water Distribution Model Calibration 

    Source: Journal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Cheryl A. Bush; James G. Uber
    Publisher: American Society of Civil Engineers
    Abstract: Field sampling is sometimes performed to support modeling activities—specifically, to estimate the parameters of a mathematical model or, more accurately, to calibrate the model. In this case, a relevant question for field ...
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    Evaluation of Hopscotch Method for Transient Ground-Water Flow 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): James G. Uber; Lawrence C. Murdoch
    Publisher: American Society of Civil Engineers
    Abstract: The hopscotch finite-difference technique is shown to be a fast and accurate way to simulate transient, saturated, ground-water flow in relatively typical but heterogeneous 2D and 3D domains. The odd-even hopscotch (OEH) ...
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    Particle Backtracking Algorithm for Water Distribution System Analysis 

    Source: Journal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Feng Shang; James G. Uber; Marios M. Polycarpou
    Publisher: American Society of Civil Engineers
    Abstract: A novel input-output model of water quality in water distribution systems is presented as a particle (water parcel) backtracking algorithm (PBA). The PBA is a simpler and more efficient version of that described by Zierolf ...
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    Robust Optimal Design for Wastewater Treatment. Part I: General Approach 

    Source: Journal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): James G. Uber; E. Downey Brill, Jr.; John T. Pfeffer
    Publisher: American Society of Civil Engineers
    Abstract: One important problem with using mathematical optimization models for design of wastewater treatment systems is that parameter values, and thus, model results, are often uncertain. A general approach, called robust optimal ...
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    Robust Optimal Design for Wastewater Treatment. Part II: Application 

    Source: Journal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): James G. Uber; John T. Pfeffer; E. Downey Brill, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: A general approach, called robust optimal design, is developed in a companion paper and applied here to a comprehensive, nonlinear, activated sludge treatment system. The treatment system robustness is related to the ...
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    Modeling Disinfectant Residuals in Drinking-Water Storage Tanks 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Lewis A. Rossman; James G. Uber; Walter M. Grayman
    Publisher: American Society of Civil Engineers
    Abstract: The factors leading to the loss of disinfectant residual in well-mixed drinking-water storage tanks are studied. Equations relating disinfectant residual to the disinfectant's reaction rate, the tank volume, and the fill ...
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