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    Estimating Sulfate Effective Diffusion Coefficients of Stabilized Fluorogypsum for Aquatic Applications

    Source: Journal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author:
    Lofton Charles Davis;Barbato Michele;Bigdeli Yasser;Jung Jongwon;Jang JungYeon;Rusch Kelly;Gutierrez-Wing Maria Teresa
    DOI: 10.1061/(ASCE)EE.1943-7870.0001419
    Publisher: American Society of Civil Engineers
    Abstract: The sulfate release from solidified/stabilized fluorogypsum was measured to develop the effective diffusion coefficients (De) as a parameter to assess the dissolution potential in aquatic applications. Specimens from 11 compositions consisting of 6–9% pH-adjusted fluorogypsum (pFG), 2–1% Type I/II portland cement (PC), and –38% Class C fly ash (FA) were exposed to solutions of 3  g L−1 (saltwater), 15  g L−1 (brackish water), and .5  g L−1 (freshwater) total dissolved solids (TDS). The effects of composition and salinity, measured as the TDS, on the sulfate De were determined to select the compositions for use in various aquatic environments. The results indicated that the solidified/stabilized pFG had a lower dissolution potential in saltwater and freshwater in comparison with brackish water. On the basis of the low De and low critical times (the time when the diffusion out of the specimen equals the precipitation onto the specimen), a composition of 8% pFG, 1% PC, and 1% FA is recommended as an alternative to limestone in saltwater and freshwater applications.
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      Estimating Sulfate Effective Diffusion Coefficients of Stabilized Fluorogypsum for Aquatic Applications

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    contributor authorLofton Charles Davis;Barbato Michele;Bigdeli Yasser;Jung Jongwon;Jang JungYeon;Rusch Kelly;Gutierrez-Wing Maria Teresa
    date accessioned2019-02-26T07:40:59Z
    date available2019-02-26T07:40:59Z
    date issued2018
    identifier other%28ASCE%29EE.1943-7870.0001419.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248699
    description abstractThe sulfate release from solidified/stabilized fluorogypsum was measured to develop the effective diffusion coefficients (De) as a parameter to assess the dissolution potential in aquatic applications. Specimens from 11 compositions consisting of 6–9% pH-adjusted fluorogypsum (pFG), 2–1% Type I/II portland cement (PC), and –38% Class C fly ash (FA) were exposed to solutions of 3  g L−1 (saltwater), 15  g L−1 (brackish water), and .5  g L−1 (freshwater) total dissolved solids (TDS). The effects of composition and salinity, measured as the TDS, on the sulfate De were determined to select the compositions for use in various aquatic environments. The results indicated that the solidified/stabilized pFG had a lower dissolution potential in saltwater and freshwater in comparison with brackish water. On the basis of the low De and low critical times (the time when the diffusion out of the specimen equals the precipitation onto the specimen), a composition of 8% pFG, 1% PC, and 1% FA is recommended as an alternative to limestone in saltwater and freshwater applications.
    publisherAmerican Society of Civil Engineers
    titleEstimating Sulfate Effective Diffusion Coefficients of Stabilized Fluorogypsum for Aquatic Applications
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001419
    page4018083
    treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
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