<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>Environmental Health Engineering and Management Journal</title>
<title_fa>Environmental Health Engineering and Management Journal</title_fa>
<short_title>Environ. Health Eng. Manag.</short_title>
<subject>Medical Sciences</subject>
<web_url>http://ehemj.com</web_url>
<journal_hbi_system_id>1</journal_hbi_system_id>
<journal_hbi_system_user>admin</journal_hbi_system_user>
<journal_id_issn>2423-3765</journal_id_issn>
<journal_id_issn_online>2423-4311</journal_id_issn_online>
<journal_id_pii>8</journal_id_pii>
<journal_id_doi>7</journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid>14</journal_id_sid>
<journal_id_nlai>8888</journal_id_nlai>
<journal_id_science>13</journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1394</year>
	<month>3</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2015</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<volume>2</volume>
<number>2</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>Efficiency of horizontal roughing filter in removing nitrate, phosphate and chemical oxygen demand from effluent of waste stabilization pond</title>
	<subject_fa>عمومى</subject_fa>
	<subject>General</subject>
	<content_type_fa>مقاله اصیل</content_type_fa>
	<content_type>Original Article</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p&gt;Background: The effective size of the end grain of horizontal roughing filters (HRFs) is larger than 2 mm. This study aimed to examine the efficiency of HRFs in removing nitrate, phosphate, and chemical oxygen demand (COD) from effluent of a wastewater stabilization pond. Methods: This experimental study was conducted in 2013. The pilot project was transferred to the Karaj wastewater treatment plant (stabilization pond), and the installation, equipping, and start-up of the system began using an effluent treatment plant. Sampling was done from March to August in 3 rates, 0.5, 1 and 1.5 m/h, and included simultaneous sampling from inlet and outlet filtering to determine the concentrations of nitrate, phosphate, and COD. Results: At filtration rates of 0.5, 1, and 1.5 m/h, the average nitrate removal equaled 25%, 32%, and 34%, respectively, average phosphate removal equaled 29%, 26%, and 28%, respectively, and the average COD removal at filtration rates of 0.5, 1, and 1.5 m/h equaled 62%, 66%, and 68%, respectively. Outlet values of phosphate and nitrate were lower than the standards set by the Environmental Standards Organization (ESO) (P &lt; 0.05). Conclusion: According to the results of this study, the HRF function was approximately adequate in COD removal, but its efficiency in nitrate and phosphate removal was lower.&lt;/p&gt;</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Wastewater stabilization pond, Horizontal roughing filter, Nitrate, Phosphate, Chemical oxygen demand</keyword>
	<start_page>87</start_page>
	<end_page>92</end_page>
	<web_url>http://ehemj.com/browse.php?a_code=A-10-27-16&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Seyed Mostafa </first_name>
	<middle_name></middle_name>
	<last_name>Khezri</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008461</code>
	<orcid>10031947532846008461</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Environmental Engineering, School of Environment and Energy, Science and Research Branch, Islamic Azad University, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name> Majid</first_name>
	<middle_name></middle_name>
	<last_name>Gharibi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008462</code>
	<orcid>10031947532846008462</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Environmental Health Engineering, School of Public Health, Qom University of Medical Sciences, Qom, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Hossein </first_name>
	<middle_name></middle_name>
	<last_name>Jafari Mansoorian</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008463</code>
	<orcid>10031947532846008463</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Environmental Health Engineering Research Center, Department of Environmental Health, Kerman University of Medical Sciences, Kerman, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Mohsen </first_name>
	<middle_name></middle_name>
	<last_name>Ansari</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008464</code>
	<orcid>10031947532846008464</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Environmental Health Engineering, School of Public Health, Qom University of Medical Sciences, Qom, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Farideh </first_name>
	<middle_name></middle_name>
	<last_name>Atabi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008465</code>
	<orcid>10031947532846008465</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Environmental Engineering, School of Environment and Energy, Science and Research Branch, Islamic Azad University, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Taha</first_name>
	<middle_name></middle_name>
	<last_name> Tohidi Mogaddam</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846008466</code>
	<orcid>10031947532846008466</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Environmental Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Nahid</first_name>
	<middle_name></middle_name>
	<last_name> Rashtchi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>nahidrashtchi1392@gmail.com</email>
	<code>10031947532846008467</code>
	<orcid>10031947532846008467</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation> Environmental Engineering–Water and Wastewater, Islamic Azad University, Western Tehran Branch, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
