YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Environmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Environmental Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Removal of Arsenic from Ground Water by Manganese Dioxide–Coated Sand

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author:
    Sanjeev Bajpai
    ,
    Malay Chaudhuri
    DOI: 10.1061/(ASCE)0733-9372(1999)125:8(782)
    Publisher: American Society of Civil Engineers
    Abstract: In a laboratory study, manganese dioxide–coated sand (MDCS), prepared by reacting potassium permanganate with manganese chloride under an alkaline condition and in the presence of sand, showed promise as a medium for use in small systems or home-treatment units in developing areas of the world, for removing arsenic(III) and arsenic(V) from ground water. In ten cycles of downflow column tests [bed depth 400 mm; empty-bed contact time 74 min; influent arsenic 0.5 mg As/L of arsenic(III) and 0.5 mg As/L of arsenic(V)], breakthrough bed volumes at the World Health Organization guideline value of 0.01 mg As/L for arsenic in drinking water were in the range of 153–185 per cycle. During regeneration (backwashing with 2 L of a 0.2 N sodium hydroxide solution), 85.0% of the removed arsenic was recovered in the first cycle, and 94.6–98.3% was recovered in subsequent cycles. A low-cost, simple home arsenic removal unit, containing 6 kg (4 L) of the MDCS medium and operated at 6 L/h, produced 740 and 700 L of water in two cycles of runs when the influent arsenic concentration was 0.5 mg As/L of arsenic(III) and 0.5 mg As/L of arsenic(V). No arsenic(III) or leaching of manganese from the medium was detected in the effluent. A detailed study addressing the effects of some important factors (water pH, concentration and type of competing anions, and cations) on the process is needed. The home arsenic removal unit should be subjected to field trials to assess the long-term effects on performance.
    • Download: (72.51Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Removal of Arsenic from Ground Water by Manganese Dioxide–Coated Sand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52341
    Collections
    • Journal of Environmental Engineering

    Show full item record

    contributor authorSanjeev Bajpai
    contributor authorMalay Chaudhuri
    date accessioned2017-05-08T21:27:41Z
    date available2017-05-08T21:27:41Z
    date copyrightAugust 1999
    date issued1999
    identifier other%28asce%290733-9372%281999%29125%3A8%28782%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52341
    description abstractIn a laboratory study, manganese dioxide–coated sand (MDCS), prepared by reacting potassium permanganate with manganese chloride under an alkaline condition and in the presence of sand, showed promise as a medium for use in small systems or home-treatment units in developing areas of the world, for removing arsenic(III) and arsenic(V) from ground water. In ten cycles of downflow column tests [bed depth 400 mm; empty-bed contact time 74 min; influent arsenic 0.5 mg As/L of arsenic(III) and 0.5 mg As/L of arsenic(V)], breakthrough bed volumes at the World Health Organization guideline value of 0.01 mg As/L for arsenic in drinking water were in the range of 153–185 per cycle. During regeneration (backwashing with 2 L of a 0.2 N sodium hydroxide solution), 85.0% of the removed arsenic was recovered in the first cycle, and 94.6–98.3% was recovered in subsequent cycles. A low-cost, simple home arsenic removal unit, containing 6 kg (4 L) of the MDCS medium and operated at 6 L/h, produced 740 and 700 L of water in two cycles of runs when the influent arsenic concentration was 0.5 mg As/L of arsenic(III) and 0.5 mg As/L of arsenic(V). No arsenic(III) or leaching of manganese from the medium was detected in the effluent. A detailed study addressing the effects of some important factors (water pH, concentration and type of competing anions, and cations) on the process is needed. The home arsenic removal unit should be subjected to field trials to assess the long-term effects on performance.
    publisherAmerican Society of Civil Engineers
    titleRemoval of Arsenic from Ground Water by Manganese Dioxide–Coated Sand
    typeJournal Paper
    journal volume125
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1999)125:8(782)
    treeJournal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian