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    Discussion of “Simulating Nonresidential Water Demand with a Stochastic End-Use Model” by E. J. M. Blokker, E. J. Pieterse-Quirijns, J. H. G. Vreeburg, and J. C. van Dijk 

    Source: Journal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 003
    Author(s): F. J. Arregui; J. Soriano; R. Cobacho
    Publisher: American Society of Civil Engineers
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    Discussion of “Transient Flow Caused by Air Expulsion through an Orifice” by G. De Martino, N. Fontana, and M. Giugni 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): F. J. Arregui; J. García-Serra; E. Cabrera
    Publisher: American Society of Civil Engineers
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    Understanding Air Release through Air Valves 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): M. Carlos; F. J. Arregui; E. Cabrera; C. V. Palau
    Publisher: American Society of Civil Engineers
    Abstract: Water transients with entrapped air can originate large pressure peaks that can severely damage distribution networks. Entrapped air can have a damping or amplifying effect on these undesirable pressure peaks. Unfortunately, ...
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    Graphical Method to Calculate the Optimum Replacement Period for Water Meters 

    Source: Journal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 001
    Author(s): F. J. Arregui; R. Cobacho; E. Cabrera Jr.; V. Espert
    Publisher: American Society of Civil Engineers
    Abstract: Calculating the optimum replacement period of meters has always been a major concern for water utility managers. Its determination is time-consuming and requires multiple calculations. This note presents a graphical method ...
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    Burst Detection in Water Networks Using Principal Component Analysis 

    Source: Journal of Water Resources Planning and Management:;2012:;Volume ( 138 ):;issue: 001
    Author(s): C. V. Palau; F. J. Arregui; M. Carlos
    Publisher: American Society of Civil Engineers
    Abstract: The following work presents a multivariate statistical technique applied to the control of water inflows into district metering areas (DMAs) of urban networks. This technique, called principal-component analysis (PCA), ...
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