Show simple item record

dc.contributor.authorAgudosi, E.
dc.contributor.authorAbdullah, E.
dc.contributor.authorMujawar, Mubarak
dc.contributor.authorKhalid, M.
dc.contributor.authorPudza, M.
dc.contributor.authorAgudosi, N.
dc.contributor.authorAbutu, E.
dc.date.accessioned2019-02-19T04:17:03Z
dc.date.available2019-02-19T04:17:03Z
dc.date.created2019-02-19T03:58:32Z
dc.date.issued2018
dc.identifier.citationAgudosi, E. and Abdullah, E. and Mujawar, M. and Khalid, M. and Pudza, M. and Agudosi, N. and Abutu, E. 2018. Pilot study of in-line continuous flocculation water treatment plant. Journal of Environmental Chemical Engineering. 6 (6): pp. 7185-7191.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/74485
dc.identifier.doi10.1016/j.jece.2018.11.001
dc.description.abstract

Human consumption of groundwater without treatment is not safe and can cause water-borne diseases and other kinds of illnesses. Usually, groundwater extracted through boreholes may be acidic and contains impurities such as organic and inorganic contaminants, microbes, and heavy metals. Hence, it becomes imperative to treat groundwater to make it potable for human consumption. This pilot study was conceptualized based on a simple and the most economical technological approach in groundwater treatment. It employed the basic concepts and working principles of essential unit operations such as coagulation, sedimentation, filtration, and adsorption to ensure potable water for human consumption based on WHO standard specifications. The plant specifically treats groundwater of pH 6.30-6.50. The average flow rate of the plant is 12,570 cm3/min (0.7542 m3/hr) and a centrifugal pump of 0.5 HP and a pipe size of 20 mm diameter were selected for this design. Equipment used were determined, sized and selected as required and the treated water quality is ensured through laboratory routine tests carried out in the course of the continuous operation of the pilot plant. Sand filter and carbon purifier are inevitable and a turbidity sensor is proposed for the filters to optimize the backwash operation. Capital cost evaluation was carried out using the percentage of delivered equipment cost method and the total capital cost for this pilot plant was estimated as One Thousand, Seven Hundred and Eighty-Two-Ringgit (RM 1,782.00 USD445.50). Thus, with this successful pilot study for a continuous treatment operation, a plant scale-up is feasible for groundwater purification to ensure potable water security in both rural and urban communities.

dc.publisherElsevuer BV
dc.titlePilot study of in-line continuous flocculation water treatment plant
dc.typeJournal Article
dcterms.source.volume6
dcterms.source.number6
dcterms.source.startPage7185
dcterms.source.endPage7191
dcterms.source.issn2213-3437
dcterms.source.titleJournal of Environmental Chemical Engineering
curtin.accessStatusFulltext not available


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record