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    Determining Rehabilitated Sewer Flow Capacity

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 003
    DOI: 10.1061/(ASCE)0733-947X(1996)122:3(258)
    Publisher: American Society of Civil Engineers
    Abstract: The flow capacity of existing sanitary and storm sewers is a significant issue when making decisions on the optimal method of rehabilitation. At times the resulting flow capacity is an important factor during the design of a sewer rehabilitation program. In the United States, the flow capacity is usually determined using the Manning formula, which includes the empirical parameter
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      Determining Rehabilitated Sewer Flow Capacity

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    https://yetl.yabesh.ir/yetl1/handle/yetl/36944
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    date accessioned2017-05-08T21:03:22Z
    date available2017-05-08T21:03:22Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-947x%281996%29122%3A3%28258%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36944
    description abstractThe flow capacity of existing sanitary and storm sewers is a significant issue when making decisions on the optimal method of rehabilitation. At times the resulting flow capacity is an important factor during the design of a sewer rehabilitation program. In the United States, the flow capacity is usually determined using the Manning formula, which includes the empirical parameter
    publisherAmerican Society of Civil Engineers
    titleDetermining Rehabilitated Sewer Flow Capacity
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1996)122:3(258)
    treeJournal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 003
    contenttypeFulltext
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