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    Impact of Flood-Diversion Tunnel on Newark Bay and Adjacent Waters

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Carl F. Cerco
    ,
    Barry Bunch
    ,
    Joe Letter
    DOI: 10.1061/(ASCE)0733-9429(1999)125:4(328)
    Publisher: American Society of Civil Engineers
    Abstract: A diversion tunnel has been proposed to alleviate flooding in the upper portion of the Passaic River basin. The tunnel will divert flow from the headwaters of the Passaic to the upper end of Newark Bay. The present study provided information required to evaluate the effect of the tunnel on finfish and shellfish in the vicinity of the outlet. Impacts were examined through the CH3D hydrodynamic model and the CE-QUAL-ICM water-quality model. Quantities computed included tides, currents, salinity, temperature, dissolved oxygen (DO), and biochemical oxygen demand. The models were calibrated to field data collected from July to September 1994. Scenarios illustrated the impact of the tunnel on salinity, temperature, and DO under three flow conditions. In the worst case, impact of the tunnel on DO and temperature was short-lived and of limited spatial extent. Impact of the tunnel on salinity was indiscernible.
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      Impact of Flood-Diversion Tunnel on Newark Bay and Adjacent Waters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24810
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    contributor authorCarl F. Cerco
    contributor authorBarry Bunch
    contributor authorJoe Letter
    date accessioned2017-05-08T20:43:27Z
    date available2017-05-08T20:43:27Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A4%28328%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24810
    description abstractA diversion tunnel has been proposed to alleviate flooding in the upper portion of the Passaic River basin. The tunnel will divert flow from the headwaters of the Passaic to the upper end of Newark Bay. The present study provided information required to evaluate the effect of the tunnel on finfish and shellfish in the vicinity of the outlet. Impacts were examined through the CH3D hydrodynamic model and the CE-QUAL-ICM water-quality model. Quantities computed included tides, currents, salinity, temperature, dissolved oxygen (DO), and biochemical oxygen demand. The models were calibrated to field data collected from July to September 1994. Scenarios illustrated the impact of the tunnel on salinity, temperature, and DO under three flow conditions. In the worst case, impact of the tunnel on DO and temperature was short-lived and of limited spatial extent. Impact of the tunnel on salinity was indiscernible.
    publisherAmerican Society of Civil Engineers
    titleImpact of Flood-Diversion Tunnel on Newark Bay and Adjacent Waters
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:4(328)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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