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    Evaluation of Surface Water Runoff from Fly Ash–Stabilized and Nonstabilized Soil Surfaces

    Source: Journal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author:
    Frank J. Dombrowski
    ,
    Bruce W. Ramme
    ,
    George D. O. Okwadha
    ,
    Dave Kollakowsky
    DOI: 10.1061/(ASCE)EE.1943-7870.0000214
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated the constituent make up of simulated rainwater runoff from Class C fly ash–stabilized and nonstabilized clay soil using laboratory test pads to assess the potential for impacts to surface water from the use of uncovered fly ash–stabilized soils as potential roadbed material. Recirculated runoff from test pads was sampled and tested during three simulated rainfall events over an 84-day trial period. All samples were analyzed for trace metals. Analytical results from the simulated runoff were screened to identify five indicator parameters in the runoff that were used as the basis for assessing potential environmental effects to surface waters. Runoff water results from fly ash–stabilized test pads for these indicator parameters were compared to water quality benchmarks. Based on the low concentrations measured in runoff relative to applicable criteria, and on the conservative nature of the experimental methods relative to typical field conditions, we concluded that surface runoff from fly ash–stabilized soil would not present significant adverse effects to surface water if used uncovered on low traffic exposed surfaces.
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      Evaluation of Surface Water Runoff from Fly Ash–Stabilized and Nonstabilized Soil Surfaces

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/59623
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    • Journal of Environmental Engineering

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    contributor authorFrank J. Dombrowski
    contributor authorBruce W. Ramme
    contributor authorGeorge D. O. Okwadha
    contributor authorDave Kollakowsky
    date accessioned2017-05-08T21:41:39Z
    date available2017-05-08T21:41:39Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29ee%2E1943-7870%2E0000223.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59623
    description abstractThis study evaluated the constituent make up of simulated rainwater runoff from Class C fly ash–stabilized and nonstabilized clay soil using laboratory test pads to assess the potential for impacts to surface water from the use of uncovered fly ash–stabilized soils as potential roadbed material. Recirculated runoff from test pads was sampled and tested during three simulated rainfall events over an 84-day trial period. All samples were analyzed for trace metals. Analytical results from the simulated runoff were screened to identify five indicator parameters in the runoff that were used as the basis for assessing potential environmental effects to surface waters. Runoff water results from fly ash–stabilized test pads for these indicator parameters were compared to water quality benchmarks. Based on the low concentrations measured in runoff relative to applicable criteria, and on the conservative nature of the experimental methods relative to typical field conditions, we concluded that surface runoff from fly ash–stabilized soil would not present significant adverse effects to surface water if used uncovered on low traffic exposed surfaces.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Surface Water Runoff from Fly Ash–Stabilized and Nonstabilized Soil Surfaces
    typeJournal Paper
    journal volume136
    journal issue9
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000214
    treeJournal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    contenttypeFulltext
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