<?xml version="1.0" encoding="utf-8"?><article><front><Journal-meta><journal-id journal-id-type='publisher'>CWE/1268/2018</journal-id><journal-title >Current World Environment</journal-title><issn pub-type='PPub'>0973-4929</issn><issn pub-type='ePub'>2320-8031</issn><publisher><publisher-name>Enviro Research Publishers</publisher-name></publisher></Journal-meta><article-meta><article-id pub-id-type='other'>CWE--59-00</article-id><title-group><article-title>Hydraulic Design of Sewage Treatment Plant for Junagadh Agricultural University Campus</article-title></title-group><contrib-group><contrib contrib-type='author'><name><surname></surname><given-names></given-names></name><xref ref-type='aff' rid='aff00'><sup></sup></xref></contrib><contrib contrib-type='author'><name><surname></surname><given-names></given-names></name><xref ref-type='aff' rid='aff00'><sup></sup></xref></contrib><contrib contrib-type='author'><name><surname></surname><given-names></given-names></name><xref ref-type='aff' rid='aff00'><sup></sup></xref></contrib></contrib-group><pub-date pub-type='ppub'><publicationDate></publicationDate></pub-date><doi>10.12944/CWE.13.3.20</doi><volume>Volume 13</volume><issue>Volume 13</issue><page>471-479</page><abstract><title>Abstract</title><p>&lt;p style=&quot;text-align:justify&quot;&gt;&lt;span style=&quot;font-family:Arial,Helvetica,sans-serif&quot;&gt;&lt;span style=&quot;font-size:14px&quot;&gt;The Junagadh Agricultural University campus is located in Junagadh, which lies in western Gujarat. The human population on the campus is multiplied distinctively due to the establishment of new schools and hostels.The university campus had a population of 1418 in the year 2013 when the supply of water was 152 lit/day per person and the sewage generation was 0.0084 m&lt;sup&gt;3&lt;/sup&gt;/s (725.76 m&lt;sup&gt;3&lt;/sup&gt;/day).Hence, a sewage treatment plant (STP) with suitable capacity is needed to deal with the elevated sewage. The recycled water can be utilized for agricultural purposes. This paper discusses about the design of STP and its major components such as skimming, grit chamber, and screening chamber, active sludge, sedimentation tank and secondary clarifier in the end sludge drying beds. The proposed design is suitable for &lt;em&gt;0.0672&lt;/em&gt; m&lt;sup&gt;3&lt;/sup&gt;/s sewage and would help to provide58 MLD process capacity. In the end, treated water will have been used for irrigation purpose in the research field of a university.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
</p></abstract><kwd-group><title>Keywords</title><kwd>Hydraulic Design</kwd><kwd> Sewage Treatment</kwd><kwd> Small Scale STP</kwd><kwd> STP</kwd><kwd> Small Scale STP</kwd><kwd> Waste Water</kwd></kwd-group><counts><ref-count count='' /><page-count count='' /></counts></article-meta></front></article>