Pilot study of in-line continuous flocculation water treatment plant

被引:11
作者
Agudosi, Elochukwu Stephen [1 ]
Abdullah, Ezzat Chan [1 ]
Mubarak, N. M. [2 ]
Khalid, Mohammad [3 ]
Pudza, Musa Yahaya [4 ]
Agudosi, Ngozi Patricia [5 ]
Abutu, Enemona David [6 ]
机构
[1] UTM, MJIIT, Dept Chem Proc Engn, Jalan Sultan Yahya Petra, Kuala Lumpur 54100, Malaysia
[2] Curtin Univ, Fac Engn & Sci, Dept Chem Engn, Sarawak 98009, Malaysia
[3] Sunway Univ, Sch Sci & Technol, Graphene & Adv Mat Res Grp GAMRG 2D, 5 Jalan Univ, Subang Jaya 47500, Selangor, Malaysia
[4] Univ Putra Malaysia, Dept Chem & Environm Engn, Serdang 43400, Selangor, Malaysia
[5] Abubakar Tafawa Belewa Univ Bauchi ATBU, Dept Environm Management Technol, Bauchi, Nigeria
[6] Univ Salford, Dept Petr & Gas Engn, Manchester M5 4WT, England
关键词
Pilot study; Pilot plant; Continuous flocculation/coagulation; Water treatment; Optimization; Backwash; QUALITY;
D O I
10.1016/j.jece.2018.11.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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 cm(3)/min (0.7542 m(3)/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 approximate to 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.
引用
收藏
页码:7185 / 7191
页数:7
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