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    Fine‐Pore Diffuser Retrofit at Midgewood, New Jersey

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author:
    James A. Mueller
    ,
    Paul D. Saurer
    ,
    John L. Lagrosa
    DOI: 10.1061/(ASCE)0733-9372(1989)115:5(891)
    Publisher: American Society of Civil Engineers
    Abstract: The Ridgewood Wastewater Treatment Plant in Ridgewood, New Jersey underwent a retrofit from a coarse‐bubble to fine‐pore aeration system. Also, process modification from contact stabilization to tapered air occurred. This paper provides a review of the case history of plant and aeration performance of each system from 1981 through 1986. Non‐steady state and off‐gas oxygen transfer field testing at the plant over the 6‐yr period provides the data base for the objective evaluation. An economic evaluation of retrofit impact is presented. Oxygen transfer efficiency of the fine pore system was approximately double that of the coarse bubble system. However, power costs were not reduced proportionately since a higher oxygen demand was supplied by the fine pore system to attain nitrification and meet the revised permit requirements. Severe nocardia foaming problems were encountered in the summer during the first three years of fine pore operation. These were controlled in the last two years by minimizing sludge recycle loads and preventing septic conditions in the aeration tanks.
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      Fine‐Pore Diffuser Retrofit at Midgewood, New Jersey

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/74650
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    • Journal of Environmental Engineering

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    contributor authorJames A. Mueller
    contributor authorPaul D. Saurer
    contributor authorJohn L. Lagrosa
    date accessioned2017-05-08T22:14:10Z
    date available2017-05-08T22:14:10Z
    date copyrightOctober 1989
    date issued1989
    identifier other39939950.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74650
    description abstractThe Ridgewood Wastewater Treatment Plant in Ridgewood, New Jersey underwent a retrofit from a coarse‐bubble to fine‐pore aeration system. Also, process modification from contact stabilization to tapered air occurred. This paper provides a review of the case history of plant and aeration performance of each system from 1981 through 1986. Non‐steady state and off‐gas oxygen transfer field testing at the plant over the 6‐yr period provides the data base for the objective evaluation. An economic evaluation of retrofit impact is presented. Oxygen transfer efficiency of the fine pore system was approximately double that of the coarse bubble system. However, power costs were not reduced proportionately since a higher oxygen demand was supplied by the fine pore system to attain nitrification and meet the revised permit requirements. Severe nocardia foaming problems were encountered in the summer during the first three years of fine pore operation. These were controlled in the last two years by minimizing sludge recycle loads and preventing septic conditions in the aeration tanks.
    publisherAmerican Society of Civil Engineers
    titleFine‐Pore Diffuser Retrofit at Midgewood, New Jersey
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1989)115:5(891)
    treeJournal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 005
    contenttypeFulltext
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