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    Water Quality Effects of Excavation and Diversion

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author:
    F. Douglas Shields, Jr.
    ,
    Thomas G. Sanders
    DOI: 10.1061/(ASCE)0733-9372(1986)112:2(211)
    Publisher: American Society of Civil Engineers
    Abstract: Water quality data collected from Yellow Creek in northeast Mississippi before and during construction of the Divide Cut of the Tennessee‐Tombigbee Waterway provide information regarding the water quality effects of stream channelization and large‐scale construction projects. Simple graphical and statistical procedures for detecting changes in stream water quality are demonstrated. Data analysis was hindered by missing data, inconsistencies in the list of variables monitored, and changes in sampling frequency. Observed water quality changes were evidently due to increased inputs of sediment and reduced shade. Statistically significant changes in variances and means were observed for most grab‐sample variables. Mean values of specific conductance, turbidity, color, COD, and total alkalinity, hardness, ammonia, phosphorus, sulfate, iron, lead, and manganese were 50–100% greater during construction than before construction. Estimated average daily loadings of total metals, nutrients, and dissolved solids were greater during construction. Average daily suspended sediment load was slightly less during construction, probably because the preconstruction suspended sediment record was brief and influenced by high flow events. Average daily maximum stream temperature was 4 °C greater, and coliform densities and phenol concentrations decreased. Total organic nitrogen, phosphorus, iron, manganese, and zinc were significantly correlated with turbidity during construction, but only total phosphorus was correlated with turbidity before construction.
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      Water Quality Effects of Excavation and Diversion

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    • Journal of Environmental Engineering

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    contributor authorF. Douglas Shields, Jr.
    contributor authorThomas G. Sanders
    date accessioned2017-05-08T22:19:09Z
    date available2017-05-08T22:19:09Z
    date copyrightApril 1986
    date issued1986
    identifier other40710063.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77436
    description abstractWater quality data collected from Yellow Creek in northeast Mississippi before and during construction of the Divide Cut of the Tennessee‐Tombigbee Waterway provide information regarding the water quality effects of stream channelization and large‐scale construction projects. Simple graphical and statistical procedures for detecting changes in stream water quality are demonstrated. Data analysis was hindered by missing data, inconsistencies in the list of variables monitored, and changes in sampling frequency. Observed water quality changes were evidently due to increased inputs of sediment and reduced shade. Statistically significant changes in variances and means were observed for most grab‐sample variables. Mean values of specific conductance, turbidity, color, COD, and total alkalinity, hardness, ammonia, phosphorus, sulfate, iron, lead, and manganese were 50–100% greater during construction than before construction. Estimated average daily loadings of total metals, nutrients, and dissolved solids were greater during construction. Average daily suspended sediment load was slightly less during construction, probably because the preconstruction suspended sediment record was brief and influenced by high flow events. Average daily maximum stream temperature was 4 °C greater, and coliform densities and phenol concentrations decreased. Total organic nitrogen, phosphorus, iron, manganese, and zinc were significantly correlated with turbidity during construction, but only total phosphorus was correlated with turbidity before construction.
    publisherAmerican Society of Civil Engineers
    titleWater Quality Effects of Excavation and Diversion
    typeJournal Paper
    journal volume112
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1986)112:2(211)
    treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 002
    contenttypeFulltext
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