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    Field Investigation of Evaporation from Freshwater Tailings

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author:
    Yoshimasa Fujiyasu
    ,
    Martin Fahey
    ,
    Tim Newson
    DOI: 10.1061/(ASCE)1090-0241(2000)126:6(556)
    Publisher: American Society of Civil Engineers
    Abstract: Safe and economical storage of tailings is now a major consideration in the operation of many mining operations. Tailings in slurried form, particularly if they have a significant clay content, can take a very long time to consolidate under the action of self-weight consolidation alone. However, if the operation is located in an area of high potential evaporation, this can be used to accelerate the rate of tailings densification. This paper presents a study of the evaporation behavior of a clayey tailings slurry deposited into an evaporation pond in the southwest of Western Australia. Over a six-month period, the rate of evaporation from the tailings surface was monitored using the Bowen Ratio method and the microlysimeter method. This was compared with the evaporation from a Class A pan located nearby. The tailings underwent very significant cracking as drying proceeded, and it was found that these cracks had a significant influence on the overall rate of evaporation once the top surface of the deposit started to desaturate. A large strain consolidation model was used to model the behavior, and the algorithm used in this model to include the effects of evaporation is shown to provide a reasonable prediction of the observed evaporation behavior.
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      Field Investigation of Evaporation from Freshwater Tailings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51906
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorYoshimasa Fujiyasu
    contributor authorMartin Fahey
    contributor authorTim Newson
    date accessioned2017-05-08T21:27:00Z
    date available2017-05-08T21:27:00Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A6%28556%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51906
    description abstractSafe and economical storage of tailings is now a major consideration in the operation of many mining operations. Tailings in slurried form, particularly if they have a significant clay content, can take a very long time to consolidate under the action of self-weight consolidation alone. However, if the operation is located in an area of high potential evaporation, this can be used to accelerate the rate of tailings densification. This paper presents a study of the evaporation behavior of a clayey tailings slurry deposited into an evaporation pond in the southwest of Western Australia. Over a six-month period, the rate of evaporation from the tailings surface was monitored using the Bowen Ratio method and the microlysimeter method. This was compared with the evaporation from a Class A pan located nearby. The tailings underwent very significant cracking as drying proceeded, and it was found that these cracks had a significant influence on the overall rate of evaporation once the top surface of the deposit started to desaturate. A large strain consolidation model was used to model the behavior, and the algorithm used in this model to include the effects of evaporation is shown to provide a reasonable prediction of the observed evaporation behavior.
    publisherAmerican Society of Civil Engineers
    titleField Investigation of Evaporation from Freshwater Tailings
    typeJournal Paper
    journal volume126
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:6(556)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    contenttypeFulltext
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