Breakthrough Index and Specific Deposit in Dual Filters

محتوى المقالة الرئيسي

Awatif S. Al-Saqqar
Batool M. Al-Bayaty

الملخص

The dual filter was tested in this study to improve the performance of the filtration process in water treatment plants. Porcelanite rocks were selected to be the dual media with sand in the experimental work. The work required installing a pilot filtration unit in the location of the filters in one of the water treatment plants. The pilot filtration consists of three plastic column filters, acting parallel and simultaneously. The first contains 70 cm sand, the second and third were dual filters (porcelanite with sand) of different types. The dual media was tested at different filtration rates (5, 7.5, 10, and 15 m/hr). The results showed that the dual filters had better performance than sand filters and reduced the specific deposit ( ) and the breakthrough index (BI). In the dual filters the specific deposit was about (16 to 65 %) less than in sand filters and the breakthrough index (BI) was specified weak for rates 5 and 7 m/hr, light at 10 m/hr, and medium at 15 m/hr..

المقاييس

يتم تحميل المقاييس...

تفاصيل المقالة

القسم
Articles

##plugins.generic.plaudit.displayName##

المراجع

Kawamura, S., (1999). Design and operation of high-rate filters , J.AWWA, Vol. 91, No. 12: (77- 90). DOI: https://doi.org/10.1002/j.1551-8833.1999.tb08752.x

Steel, E. W., and McGhee, T. J., (1984). Water Supply and Sewerage , fifth edition, McGraw-Hill International Book Company.

Conley,W. R. and Hsiung, K., (1969). Design and Application of Multimedia Filters , J. AWWA, Vol. 61, No. 2: 97. DOI: https://doi.org/10.1002/j.1551-8833.1969.tb03711.x

Unit Standard 18452, (2002). Describe drinking water treatment filtration processes, and management of critical points , National Diploma in Drinking Water Assessment, Tutor Notesand Home Assignment, Otago: Polytechnic.

Fox,D,and Cleasby,J.L. (1966). Experimental Evaluation of Sand Filtration Theory , J. Sanitary. Eng-ASCE, Vol. 92 No. SA5: 61 DOI: https://doi.org/10.1061/JSEDAI.0000676

Mohanka, S. S., (1969). Theory of Multilayer Filtration , J. Sanitary. Eng-ASCE, Vol. 95, No. DOI: https://doi.org/10.1061/JSEDAI.0001033

SA6: (1079-1093).

Crittenden, J,C,Trussell.R. R., Hand, D. W., Howe, K. J., and Techobanoglous, G., (2005). Water Treatment: Principles and Design , 2nd edition, MWH

Al-Ansary, H.A.,(1998) Purification of Water by using Porcelanite as a local material , M.Sc Thesis, University of Technology.

محمد ابراهيم قاسم، معدنية وصخارية وبيئات الصخور الطينية والسيليسية في غرب العراقز رسالة دكتوراه، كلية العلوم، جامعة بغداد (1993) ،

Robeck, G. G. and Woodward, R. L., (1959). Pilot Plants for Water Treatment Research , J. Sanitary. Eng-ASCE, Vol. 85, No. SA4: 1. DOI: https://doi.org/10.1061/JSEDAI.0000229

AWWA Manual of Water supply practices-M37,(2000). Operational Control of Coagulation and Filtration Processes . 2nd edition.

Kawamura S., (2000). Integrated Design and operation of Water Treatment Facilities ,2nd edition ,John Wiley and Sons, New York.

المؤلفات المشابهة

يمكنك أيضاً إبدأ بحثاً متقدماً عن المشابهات لهذا المؤلَّف.