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    Predicting Reaeration Rates in Texas Streams

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author:
    Karen D. Cleveland
    DOI: 10.1061/(ASCE)0733-9372(1989)115:3(620)
    Publisher: American Society of Civil Engineers
    Abstract: Krypton‐85 was used to measure reaeration coefficients in numerous streams and rivers in Texas with various hydraulic characteristics. Flow rates ranged from 0.027 to 16.0 cms, velocities from 0.009 to 0.87 m/s, and depths from 0.17 to 1.83 m. Using a linear multiple regression technique, the Texas Reaeration Equation was developed for estimating reaeration coefficients in Texas streams and rivers. Statistical and graphical tools were used to evaluate this equation for accuracy and reliability and to determine the limits of its application. The methods of analysis of variance and analysis of residuals were used to evaluate the accuracy of the Texas Reaeration Equation. The 95% confidence intervals of the regression coefficients were also determined. The Texas Reaeration Equation adequately predicted reaeration coefficients in Texas streams and can be reliably applied to streams with depths from 0.2 to 1.0 m and velocities from 0.01 to 0.30 m/s.
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      Predicting Reaeration Rates in Texas Streams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37298
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    contributor authorKaren D. Cleveland
    date accessioned2017-05-08T21:03:58Z
    date available2017-05-08T21:03:58Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9372%281989%29115%3A3%28620%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37298
    description abstractKrypton‐85 was used to measure reaeration coefficients in numerous streams and rivers in Texas with various hydraulic characteristics. Flow rates ranged from 0.027 to 16.0 cms, velocities from 0.009 to 0.87 m/s, and depths from 0.17 to 1.83 m. Using a linear multiple regression technique, the Texas Reaeration Equation was developed for estimating reaeration coefficients in Texas streams and rivers. Statistical and graphical tools were used to evaluate this equation for accuracy and reliability and to determine the limits of its application. The methods of analysis of variance and analysis of residuals were used to evaluate the accuracy of the Texas Reaeration Equation. The 95% confidence intervals of the regression coefficients were also determined. The Texas Reaeration Equation adequately predicted reaeration coefficients in Texas streams and can be reliably applied to streams with depths from 0.2 to 1.0 m and velocities from 0.01 to 0.30 m/s.
    publisherAmerican Society of Civil Engineers
    titlePredicting Reaeration Rates in Texas Streams
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1989)115:3(620)
    treeJournal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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