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    Residence Time of Freshwater in Boston's Inner Harbor

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author:
    Amy B. Chan Hilton
    ,
    Drew L. McGillivary
    ,
    E. Eric Adams
    DOI: 10.1061/(ASCE)0733-950X(1998)124:2(82)
    Publisher: American Society of Civil Engineers
    Abstract: Two field tracer studies and some numerical model experiments were used to analyze the residence time of freshwater in Boston's inner harbor, and thereby help evaluate water quality impacts of combined sewer overflows. An exponential filter was used to modify the freshwater fraction approach for variable freshwater inflow and to reanalyze data from Bumpus et al. (1953). Results showed an inverse relationship between residence time and inflow rate, with times ranging from 2 to 10 d. An instantaneous dye study gave a residence time of 3.75 d, consistent with the freshwater measurements for conditions of summertime low flow. A three-dimensional (3D) numerical model applied to a schematized domain was able to reproduce trends observed in both the freshwater and dye studies.
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      Residence Time of Freshwater in Boston's Inner Harbor

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41236
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAmy B. Chan Hilton
    contributor authorDrew L. McGillivary
    contributor authorE. Eric Adams
    date accessioned2017-05-08T21:10:05Z
    date available2017-05-08T21:10:05Z
    date copyrightMarch 1998
    date issued1998
    identifier other%28asce%290733-950x%281998%29124%3A2%2882%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41236
    description abstractTwo field tracer studies and some numerical model experiments were used to analyze the residence time of freshwater in Boston's inner harbor, and thereby help evaluate water quality impacts of combined sewer overflows. An exponential filter was used to modify the freshwater fraction approach for variable freshwater inflow and to reanalyze data from Bumpus et al. (1953). Results showed an inverse relationship between residence time and inflow rate, with times ranging from 2 to 10 d. An instantaneous dye study gave a residence time of 3.75 d, consistent with the freshwater measurements for conditions of summertime low flow. A three-dimensional (3D) numerical model applied to a schematized domain was able to reproduce trends observed in both the freshwater and dye studies.
    publisherAmerican Society of Civil Engineers
    titleResidence Time of Freshwater in Boston's Inner Harbor
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1998)124:2(82)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 002
    contenttypeFulltext
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