Using Crashed Bricks as Top Layer in Gravity Multimedia Filtration

§ Retired

Send Message

To: Author

Using Crashed Bricks as Top Layer in Gravity Multimedia Filtration

Article Fingerprint

ReserarchID

REL624F

Using Crashed Bricks as Top Layer in Gravity Multimedia Filtration Banner

Key Research Insights

Synthesized scholarly intelligence & interactive research assistant
  • English
  • Afrikaans
  • Albanian
  • Amharic
  • Arabic
  • Armenian
  • Azerbaijani
  • Basque
  • Belarusian
  • Bengali
  • Bosnian
  • Bulgarian
  • Catalan
  • Cebuano
  • Chichewa
  • Chinese (Simplified)
  • Chinese (Traditional)
  • Corsican
  • Croatian
  • Czech
  • Danish
  • Dutch
  • Esperanto
  • Estonian
  • Filipino
  • Finnish
  • French
  • Frisian
  • Galician
  • Georgian
  • German
  • Greek
  • Gujarati
  • Haitian Creole
  • Hausa
  • Hawaiian
  • Hebrew
  • Hindi
  • Hmong
  • Hungarian
  • Icelandic
  • Igbo
  • Indonesian
  • Irish
  • Italian
  • Japanese
  • Javanese
  • Kannada
  • Kazakh
  • Khmer
  • Korean
  • Kurdish (Kurmanji)
  • Kyrgyz
  • Lao
  • Latin
  • Latvian
  • Lithuanian
  • Luxembourgish
  • Macedonian
  • Malagasy
  • Malay
  • Malayalam
  • Maltese
  • Maori
  • Marathi
  • Mongolian
  • Myanmar (Burmese)
  • Nepali
  • Norwegian
  • Pashto
  • Persian
  • Polish
  • Portuguese
  • Punjabi
  • Romanian
  • Russian
  • Samoan
  • Scots Gaelic
  • Serbian
  • Sesotho
  • Shona
  • Sindhi
  • Sinhala
  • Slovak
  • Slovenian
  • Somali
  • Spanish
  • Sundanese
  • Swahili
  • Swedish
  • Tajik
  • Tamil
  • Telugu
  • Thai
  • Turkish
  • Ukrainian
  • Urdu
  • Uzbek
  • Vietnamese
  • Welsh
  • Xhosa
  • Yiddish
  • Yoruba
  • Zulu
Reading Preferences
Font Size
Line Spacing
Background
This converted HTML version may contain rendering inconsistencies. Please refer to the PDF for the authoritative version, or click here to provide feedback.

Abstract

This research aims to eliminate the top sedimentation CAKE in gravity filtration for water purification in almost all water treatment plants due of blocking of large turbidity particles on top of first filter layer, it is strongly recommended to use a coarse materials that is lighter in density from sand, and can be float above the sand layer during the filtration circle back washing, our goal idea is to used crashed bricks due to its huge availability, cheep, high porosity &, less specific weight, bricks well washed and crashed mechanically then sieved to perform the required size, lab tests was made using waters supplied from city main network mixed with controlled percentage of kaolin as turbidity. Chemical are used to coagulate suspended materials before the filtration stage, chemical used include alum with some catalyst, such as poly electrolytes.

References

40 Cites in Article
  1. 1. M,Anis Al-Layla Ahmad,E Joe (1977). Middleb, water supply engineering design. ANN ARBOR SCIENCE, 187.
  2. 2. A Simplified Empirical Model For (2013). Filtration and drying simplified. Filtration + Separation, 50(3), 14.
  3. 3. * Moharram Fouad,Ragab Barakat,*,Ahmed Fadel THEORETICAL INVESTIGATION ON USING DIRECT FILTRATION PROCESS FOR TREATING RAW WATER FROM LAKE NASSER IN EGYPT. THEORETICAL INVESTIGATION ON USING DIRECT FILTRATION PROCESS FOR TREATING RAW WATER FROM LAKE NASSER IN EGYPT, 4
  4. 4. M Al-Layla (1977). Unknown Title. ANN ARBOR SCIENCE, 187.
  5. 5. (1982). Comparison study between one layer media filter and multimedia filter and continuous filtegration and its effect on drinking quality. Comparison study between one layer media filter and multimedia filter and continuous filtegration and its effect on drinking quality
  6. 6. J Dr,Borchart water quality and treatment, a hand book of public water supplies. water quality and treatment, a hand book of public water supplies
  7. 7. Degremont (1979). Water Treatment Handbook, Firm in didot. Water Treatment Handbook, Firm in didot
  8. 8. K Ives (1975). The scientific basis of filteration, nato advanced study institutes series noord hoffleyden. The scientific basis of filteration, nato advanced study institutes series noord hoffleyden
  9. 9. Donald Norley (1979). Mathmatical modeling in water and waste water treatment. Mathmatical modeling in water and waste water treatment
  10. 10. T Tebbutt principle of water quality control. principle of water quality control
  11. 11. Raymond Letterman (1975). a study of the treatment of lake Michigan water using Direct Filtration. Reserch report, 102
  12. 12. Gordon Maskew Fair -John Charkes Geyer -Daniel Alexander Oken (1965). Book Reviews : Water and Wastewater Engineering. Volume 2: Water Purification and Wastewater Treatment and Disposal, by Gordon Maskew Fair, John Charles Geyer and Daniel Alexander Okun. 608 pp. JOHN WILEY & SONS LTD. New York. London, Sydney, 1968. £7 10s. 0d. [E/79]. Royal Society of Health Journal, 89(1), 39-39.
  13. 13. R Mdnn,J Willis (1987). Designing water treatment facilities. J. of AWWA, 45-57.
  14. 14. B Quaye,N Isaias (1985). Contact flocculationfiltration of low Turbidity. inst. Water Eng.Sc.V, 39(4), 325-340.
  15. 15. M Gernano (1982). On the effect of Torsion on a helical pipe flow. J. Fluid Mech. V, 125, 1-8.
  16. 16. Volker Gnielinski (1986). HEAT TRANSFER AND PRESSURE DROP IN HELICALLY COILED TUBES. Proceeding of International Heat Transfer Conference 8, 28, 2847-2854.
  17. 17. R Ground Mann (1985). Friction diagram of the helically coiled tube. Chemical Engineering and Processing: Process Intensification, 19(2), 113-115.
  18. 18. Hudson,H (1976). Dynamic of mixing and flocculation. Dynamic of mixing and flocculation
  19. 19. A,C Twort (1965). a Text book of water supply. a Text book of water supply, 192-210.
  20. 20. Heffer (1961). Manual of britich water Engineering practice constution of water engineers. Manual of britich water Engineering practice constution of water engineers
  21. 21. R Letterman (1977). fundamental considerations filtration, champaig, Illinois. fundamental considerations filtration, champaig, Illinois
  22. 22. K Ives (1971). Rapid filtration. Water Research, 4(3), 201-223.
  23. 23. John Bratby (1986). Optimizing Direct Filtration in Brasília. Journal AWWA, 78(7), 106-115.
  24. 24. B Quaye (1987). Predicting optimum back wash rates and expansion of multi-media filters. water research, 1077.
  25. 25. David (1986). Comparing constant rate and declining rate direct filtration of a surface water. J.AWWA, 26.
  26. 26. Keith Garig (1985). Direct filtration, an Australian study. J.AWWA, 56.
  27. 27. S Theodore (1986). Effect of cationic polyelectrolyte's on the removal of suspended particulates, during direct filtration. J.AWWA, 57.
  28. 28. F Itch (1986). Implementing direct filtration and natural freezing of alum smadge. J.AWWA, 52.
  29. 29. M Lyla (1988). Study if Dual media filtration of the tigris River used for drinking water mathematical relationships. J. Part A.ENVIRONMENTAL SCIENCE & engineering, 24(2)
  30. 30. R Steel,Terence Mc,Ghee (1979). Water supply and sewage. Water supply and sewage
  31. 31. K Ives (1972). Optimization of deep bed filteration, first pacific chemical engineering congress, part-1, section.2 , separation techniques. socity of chemical engineers, 99-107.
  32. 32. Jorge Arboleda (1985). Hydraulic behavior of declining rate filteration. J.AWWA, 67.
  33. 33. L Austin (1973). Fully developed viscous flow in coiled circular pipes. ALCH Jour, 19(1), 85-94.
  34. 34. Ngagebco Navy (2009). Figure 1—figure supplement 1. Map showing accession collection sites. Figure 1—figure supplement 1. Map showing accession collection sites.
  35. 35. Inc Tramfloc,P Box Unknown Title. Temp AZ, 350, 85280.
  36. 36. (2014). Direct Filtration. Direct Filtration
  37. 37. (1985). Agricultural irrigation equipment. Graphical symbols for pressurized irrigation systems. Agriculture comity, symbols of Irrigation and Darning
  38. 38. Joad (1978). the effect of foreign materials in al-latiefya river on the required dosage of Alum in addition to Polymers. the effect of foreign materials in al-latiefya river on the required dosage of Alum in addition to Polymers
  39. 39. Anees Dr,Al-Layla Design for water treatment plants. Design for water treatment plants
  40. 40. (1976). Water minority/Baghdad -Iraq. Journal

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Dr. Faez Alkathili, Faiz Al-Kathily. 2016. "Using Crashed Bricks as Top Layer in Gravity Multimedia Filtration". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E3).

Download Citation

Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification FOR Code: 090599
Version of record

v1.2

Issue date
September 9, 2016

Language
English
Order Article Reprint
Experiance in AR

Explore published articles in an immersive Augmented Reality environment. Our platform converts research papers into interactive 3D books, allowing readers to view and interact with content using AR and VR compatible devices.

Read in 3D

Your published article is automatically converted into a realistic 3D book. Flip through pages and read research papers in a more engaging and interactive format.

Article Matrices
Total Views: 902
Total Downloads: 70
All Trends

Request Access

Please fill out the form below to request access to this research paper. Your request will be reviewed by the editorial or author team.
X

This is the heading

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Ut elit tellus, luctus nec ullamcorper mattis, pulvinar dapibus leo.

High-quality academic research articles on global topics and journals.

Using Crashed Bricks as Top Layer in Gravity Multimedia Filtration

Dr. Alkathili
Dr. Alkathili Retired
Dr. Alkathili
Dr. Alkathili
Dr. Alkathili
Dr. Alkathili
Faiz Al-Kathily
Faiz Al-Kathily