• Login
    View Item 
    •   DSpace Home
    • ASCE
    • Journal of Hazardous, Toxic, and Radioactive Waste
    • View Item
    •   DSpace Home
    • ASCE
    • Journal of Hazardous, Toxic, and Radioactive Waste
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Effect of Clogging on Riverbank Filtration: An Experimental Analysis Using Ganges Riverbed Sediment

    Thumbnail
    View/Open
    (ASCE)HZ.2153-5515.0000684.pdf (2.072Mb)
    Date
    2022-4-1
    Author
    S. N. Poojitha
    K. S. Hari Prasad
    C. S. P. Ojha
    Metadata
    Show full item record
    Abstract
    Riverbank filtration (RBF) is one of the most productive and low-cost technologies for obtaining purified water throughout the year. The inevitable problem associated with RBF is clogging, a complex phenomenon that obstructs the flow. The present study conducted laboratory experiments on two different filter materials (uniformly graded) collected from the Ganges River bed from an RBF site in Haridwar. The primary focus is to study the factors influencing the clogging mechanism that affects the hydraulic conductivity, K of the filter material. The variation in the piezometric head, porosity, specific infiltration resistance, and the progressive clogging of the filter material is studied considering the experimental results. It is observed that the retention and intrusion of suspended particles depend on the grain size of filter material and fine sediments. The clogging of pores is more at the initial depths (2–7.5 cm), demonstrating the phenomenon of physical clogging. For every experimental run performed, as time progressed, with increased resistance and head difference, K and porosity of the filter materials decreased (Filter material-1, 47.17% and 48%; Filter material-2, 93.43% and 81%). With an increase in initial discharge, q0, K is partially recovered, presenting the initial desiltation process. Further, as time elapsed and with an increase in the turbidity, C, from 500 to 1,000 ppm, the clogging advanced resulting in decreased K of the filter materials. Therefore, taken as a whole, the ratio of mean size of filter material to suspended particles, q0, C, and time are considered as the dominant factors influencing the clogging process. Mathematical regression models for both the filter materials are formulated and found to estimate K reliably. The correlation coefficients calculated for both the models at a 95% confidence level are 0.814 and 0.965, respectively, and are statistically significant, presenting the functional dependency of K on the ascertained parameters as acceptable.
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4283749
    Collections
    • Journal of Hazardous, Toxic, and Radioactive Waste

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV