Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient

Aims: This study aims to compare the parameters in filtration unit of the plant with international guidelines. The results of this study would determine the necessity for replacing or renewing the anthracite and sand filter beds in phase I of IWTP. Materials and Methods: In this field study, a tot...

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Main Authors: Mohsen Memarzadeh, Mohammad Mehdi Amin, Hossein Mostafavi, Reza Kolivand, Mohsen Heidari
Format: Article
Language:English
Published: Wolters Kluwer Medknow Publications 2012-01-01
Series:International Journal of Environmental Health Engineering
Subjects:
Online Access:http://www.ijehe.org/article.asp?issn=2277-9183;year=2012;volume=1;issue=1;spage=50;epage=50;aulast=Memarzadeh
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spelling doaj-ec75bfe1bdba4505962e494805790db12020-11-24T22:11:38ZengWolters Kluwer Medknow PublicationsInternational Journal of Environmental Health Engineering 2277-91832012-01-0111505010.4103/2277-9183.105352Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficientMohsen MemarzadehMohammad Mehdi AminHossein MostafaviReza KolivandMohsen HeidariAims: This study aims to compare the parameters in filtration unit of the plant with international guidelines. The results of this study would determine the necessity for replacing or renewing the anthracite and sand filter beds in phase I of IWTP. Materials and Methods: In this field study, a total of 11 samples with a mass of 5 kg sand and anthracite media were analyzed. The media samples were evaluated in view of uniformity coefficient and effective size according to international soil classification. Data obtained were statistically analyzed using t-test at significance level (P < 0.05). Results: Results of this study showed that the uniformity coefficients of anthracite and sand media were 3.6 ± 0.4 and 1.93 ± 0.11 mm, respectively. Also, the effective sizes of anthracite and sand media were 0.68 ± 0.08 and 0.63 ± 0.05 mm, respectively. These values exceeded the international guidelines and had a significance difference with them (P-value < 0.05). Conclusion: The results were shown that the uniformity coefficient and effective size of sand and anthracite media in the filters used in phase I of IWTP exceeded the guidelines and they need to be replaced with new media. Finally, based on the current study, filter beds were renewed.http://www.ijehe.org/article.asp?issn=2277-9183;year=2012;volume=1;issue=1;spage=50;epage=50;aulast=MemarzadehIsfahan water treatment plantanthracitesandeffective sizeuniformity coefficient
collection DOAJ
language English
format Article
sources DOAJ
author Mohsen Memarzadeh
Mohammad Mehdi Amin
Hossein Mostafavi
Reza Kolivand
Mohsen Heidari
spellingShingle Mohsen Memarzadeh
Mohammad Mehdi Amin
Hossein Mostafavi
Reza Kolivand
Mohsen Heidari
Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
International Journal of Environmental Health Engineering
Isfahan water treatment plant
anthracite
sand
effective size
uniformity coefficient
author_facet Mohsen Memarzadeh
Mohammad Mehdi Amin
Hossein Mostafavi
Reza Kolivand
Mohsen Heidari
author_sort Mohsen Memarzadeh
title Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
title_short Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
title_full Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
title_fullStr Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
title_full_unstemmed Necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
title_sort necessity for replacing the filter media in the water treatment plant based on effective size and uniformity coefficient
publisher Wolters Kluwer Medknow Publications
series International Journal of Environmental Health Engineering
issn 2277-9183
publishDate 2012-01-01
description Aims: This study aims to compare the parameters in filtration unit of the plant with international guidelines. The results of this study would determine the necessity for replacing or renewing the anthracite and sand filter beds in phase I of IWTP. Materials and Methods: In this field study, a total of 11 samples with a mass of 5 kg sand and anthracite media were analyzed. The media samples were evaluated in view of uniformity coefficient and effective size according to international soil classification. Data obtained were statistically analyzed using t-test at significance level (P < 0.05). Results: Results of this study showed that the uniformity coefficients of anthracite and sand media were 3.6 ± 0.4 and 1.93 ± 0.11 mm, respectively. Also, the effective sizes of anthracite and sand media were 0.68 ± 0.08 and 0.63 ± 0.05 mm, respectively. These values exceeded the international guidelines and had a significance difference with them (P-value < 0.05). Conclusion: The results were shown that the uniformity coefficient and effective size of sand and anthracite media in the filters used in phase I of IWTP exceeded the guidelines and they need to be replaced with new media. Finally, based on the current study, filter beds were renewed.
topic Isfahan water treatment plant
anthracite
sand
effective size
uniformity coefficient
url http://www.ijehe.org/article.asp?issn=2277-9183;year=2012;volume=1;issue=1;spage=50;epage=50;aulast=Memarzadeh
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AT mohammadmehdiamin necessityforreplacingthefiltermediainthewatertreatmentplantbasedoneffectivesizeanduniformitycoefficient
AT hosseinmostafavi necessityforreplacingthefiltermediainthewatertreatmentplantbasedoneffectivesizeanduniformitycoefficient
AT rezakolivand necessityforreplacingthefiltermediainthewatertreatmentplantbasedoneffectivesizeanduniformitycoefficient
AT mohsenheidari necessityforreplacingthefiltermediainthewatertreatmentplantbasedoneffectivesizeanduniformitycoefficient
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