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    Modified Approach to Evaluate Column Test Data

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Sunil K. Agrawal
    ,
    Jatinder K. Bewtra
    DOI: 10.1061/(ASCE)0733-9372(1985)111:2(231)
    Publisher: American Society of Civil Engineers
    Abstract: In the conventional method of calculating the fractional removal of flocculent particles, it is assumed that the average settling velocity for different particle sizes in the lower depths in settling basins is the same as in the upper depths. This assumption is not quite correct, because the particles continuously flocculate or shear during the entire settling depth, and hence the average settling velocity changes both with depth and time. In the modified method, a different approach for calculating the fractional removal of particles is proposed to overcome the deficiency in the conventional method. Instead of considering a vertical constant time line, a horizontal constant depth line for that particular time is used. This approach is more reasonable because the settling velocities of different flocculating particles are all averaged over the same depth.
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      Modified Approach to Evaluate Column Test Data

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32554
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    contributor authorSunil K. Agrawal
    contributor authorJatinder K. Bewtra
    date accessioned2017-05-08T20:56:25Z
    date available2017-05-08T20:56:25Z
    date copyrightApril 1985
    date issued1985
    identifier other%28asce%290733-9372%281985%29111%3A2%28231%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32554
    description abstractIn the conventional method of calculating the fractional removal of flocculent particles, it is assumed that the average settling velocity for different particle sizes in the lower depths in settling basins is the same as in the upper depths. This assumption is not quite correct, because the particles continuously flocculate or shear during the entire settling depth, and hence the average settling velocity changes both with depth and time. In the modified method, a different approach for calculating the fractional removal of particles is proposed to overcome the deficiency in the conventional method. Instead of considering a vertical constant time line, a horizontal constant depth line for that particular time is used. This approach is more reasonable because the settling velocities of different flocculating particles are all averaged over the same depth.
    publisherAmerican Society of Civil Engineers
    titleModified Approach to Evaluate Column Test Data
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1985)111:2(231)
    treeJournal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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