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    Case Study: Pipe Network Model Calibration Issues

    Source: Journal of Water Resources Planning and Management:;1986:;Volume ( 112 ):;issue: 002
    Author:
    Thomas M. Walski
    DOI: 10.1061/(ASCE)0733-9496(1986)112:2(238)
    Publisher: American Society of Civil Engineers
    Abstract: This paper illustrates that it is possible to calibrate accurately a mathematical model of a complicated water distribution system (271 nodes, 307 pipes, 9 pressure reducing valves) if adequate and accurate data are collected. It is essential that the model be calibrated for a range of water use rates and patterns as otherwise it is possible for the model to appear to be calibrated even though it contains significant errors. For example, in this system it was possible to make the model appear calibrated for C‐factors that varied by a factor of 3 provided that sufficient errors were made on other input parameters. The key to collecting adequate data is that the head at boundary nodes (pumps, tanks, pressure reducing valves) be known when pressure readings are made in the system.
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      Case Study: Pipe Network Model Calibration Issues

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    https://yetl.yabesh.ir/yetl1/handle/yetl/38777
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    contributor authorThomas M. Walski
    date accessioned2017-05-08T21:06:14Z
    date available2017-05-08T21:06:14Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9496%281986%29112%3A2%28238%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38777
    description abstractThis paper illustrates that it is possible to calibrate accurately a mathematical model of a complicated water distribution system (271 nodes, 307 pipes, 9 pressure reducing valves) if adequate and accurate data are collected. It is essential that the model be calibrated for a range of water use rates and patterns as otherwise it is possible for the model to appear to be calibrated even though it contains significant errors. For example, in this system it was possible to make the model appear calibrated for C‐factors that varied by a factor of 3 provided that sufficient errors were made on other input parameters. The key to collecting adequate data is that the head at boundary nodes (pumps, tanks, pressure reducing valves) be known when pressure readings are made in the system.
    publisherAmerican Society of Civil Engineers
    titleCase Study: Pipe Network Model Calibration Issues
    typeJournal Paper
    journal volume112
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1986)112:2(238)
    treeJournal of Water Resources Planning and Management:;1986:;Volume ( 112 ):;issue: 002
    contenttypeFulltext
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