ELECTROMAGNETIC TECHNOLOGY ON SEWAGE TREATMENT
DOI:
https://doi.org/10.11113/mjce.v13.15638Keywords:
Magnetic, Sewage, TreatmentAbstract
Magnetic treatments for water and wastewater attract a special attention due to
their safety, ecological purity, simplicity and low operating costs. Thus this
study was carried out in order to determine the feasibility and effectiveness of
applying magnetic technology for a better understanding of the sewage
characteristics. The main objectives of this research are to investigate the
feasibility of magnetic technology in assisting sedimentation of suspended
particles and to understand the mechanism and impact of magnetic application in
sewage. The effects of various parameters, magnetic field strength, flow rate,
usage of pin-jet and magnetic orientations are used to investigate their
effectiveness on the suspended solids removal. A series of electromagnets
magnets was used as a reactor in this study and the sewage was taken from
Taman Sri Pulai, Johor with estimated PE of 10,300. Experiments indicate that
suspended solids removal increases as magnetic field strength and exposure time
are increased and flow rate is decreased. It was found out that magnetic field
increases the suspended solids removal by 41 percent to 49 percent at 670 Gauss
compared to untreated raw sewage. Besides that usage of pin-jet in the
magnetically treatment reactors also help to increase another 6 percent of the
suspended solids removal. Study carried out also shows that magnetic field
enhances the suspended solids removal by accelerating the settling of sludge
(settlement time) as well as increasing the sludge density. Hence this technology
is definitely beneficial in reducing the volume of sedimentation tank as well as
increasing the treatment plant efficiency.
References
Bogatin, J., Bondarenko, N.P., Gak, E.Z., Rokhinson, E.E., Ananyev, I.P., (1999),
Magnetic Treatment of Irrigation Water : Experimental Results and
Application Conditions, Environmental Science Technology, v.33, n.8, pp.
– 1285.
Bolto, B.A., (1990), Magnetic Particle Technology For Wastewater Treatment,
Waste Management, V.10, n.1, p11 – 21.
Faseur, A., Vanbrabant, R., (1987), Electromagnetic Treatment of Wastewaters,
particulate and Multiphase Processes. Volume 3 : Colloidal and Interfacial
Phenomena, v.3, p.401 – 410.
Florenstano, E.J., Marchello, J.M., Bhat, SM.; (1996) Magnetic Water Treatment
In Lieu of Chemicals, Chemical Engineering World, v.31 n.10 p 133-136.
Fridman, R.A., Rudnenko, E.V., (1982), Intensification of Biochemical
Purification of Wastewater From Oligoesteracrylate Production By
Magnetic Treatment, Soviet Jounal of Water Chemistry and Technology,
v.4, n.3 p110-112.
Gehr, R., Zhai, Z.Z., Finch, J.A., Rao, S.R., (1995), Reduction of Soluble Mineral
Concentrations In CaSO4 Saturated Water Using A Magnetic Field, Water
Research, v.29, n.3, pp.933-940.
Heitmann, H.G. (1979), On The Hydrodynamic Resistance To A particle Of A
Dilute Suspension When In The Neighborhood Of A Large Obstacle.
Chemical Engineering Science, 26, 325-338.
Powel, M.R.; (1998) Magnetic Water and Fuel Treatment: Myth, magic or
Mainstream Science?, Committee for the Scientific Investigation of
Claims of The Paranormal, Richland, Washington.
Sakai, Y., Nitta, Y., Takahashi, F., (1994) A Submerged Filter System Consisting
of Magnetic V/tubular Support Media Covered With A Biofilm Fixed By
Magnetic Force, Water Research, V.28 n.5.p.1175-1179.
Shaikh, A. MH., & Dixit, S.G. (1992). Removal of Phosphate From Waters By
precipitation and High Gradient Magnetic Separation. Water Research, 26,
-852.
Terashima, Y., Ozkai., & Sekine, M. (1986). Removal of Dissolved Heavy Metals
By Chemical Coagulation, magnetic Seeding and High Gradient magnetic
Filtration. Water Research, 20, 537-545.
T. Y.Ying, S. Yiacoumi, C. Tsouris (1999). High Gradient Magnetically Seeded
Filtration. Chemical Engineering Science, 55, 1101-1113.
Wang, Y., & Forssberg, E. (1994). The Recovery of Hematite and Chromites
Fines and Ultrafines By Wet Magnetic Methods. Minerals and Metal
Processing, 11, 87-96.