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    "/popup_app/index.cfm?fuseaction=showEmailPageToAFriendForm&appDirectory=wwd&linkQueryString=fuseaction=showArticle*amp*articleID=1916&linkLabel=Reconsideration of Hydrostatic Leakage Allowance Provided in AWWA C-600 Standard" target="_new">   "/popup_app/index.cfm?fuseaction=showEmailPageToAFriendForm&appDirectory=wwd&linkQueryString=fuseaction=showArticle*amp*articleID=1916&linkLabel=Reconsideration of Hydrostatic Leakage Allowance Provided in AWWA C-600 Standard" target="_new">Email this Article to a Friend

    Reconsideration of Hydrostatic Leakage Allowance Provided in AWWA C-600 Standard

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    Pipe Integrity
    A sanitary commission conducts tests that show that there is no reason why the maximum leakage allowance shouldn't be reduced by half.

    - H. Steven Kanofsky and John Kasprzak

    This article is not currently available. Contact us at webeditor@sgcmail.com to get a copy of the issue.




    H. Steven Kanofsky, civil engineer, Washington Suburban Sanitary Commission, has twenty-five years experience in planning, design, construction and maintenance of water and sewage distribution, collection and treatment systems and other civil/military works.

    John Kasprzak, designer, Washington Suburban Sanitary Commission, has more than twenty years experience in the planning and design of water and sewage distribution, collection and treatment systems.



    Source: Water Engineering & Management   November 2000
    Copyright © 2008 Scranton Gillette Communications



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