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<Articles><Article><Journal><PublisherName></PublisherName><JournalTitle>Journal of Environmental Health Science &amp; Engineering</JournalTitle><Volume>8</Volume><Issue>2</Issue></Journal><ArticleTitle>APPLICATION OF FLAT PLATE SOLAR COLLECTOR FOR THERMAL DISINFECTION OF WASTEWATER EFFLUENTS</ArticleTitle><FirstPage>121</FirstPage><LastPage>126</LastPage><AuthorList><Author><FirstName>D.</FirstName><LastName>Rabbani</LastName></Author><Author><FirstName>H.</FirstName><LastName>Hooshyar</LastName></Author></AuthorList><History><PubDate PubStatus="received"><Year>2015</Year><Month>12</Month><Day>09</Day></PubDate></History><Abstract>Application of solar energy for wastewater treatment has shown to 
have the least negative effects and costs. This experimental research 
was carried out in pilot-scale on the effluent of the extended aeration 
activated sludge wastewater treatment system in Kashan. The plant is 
located at the Kashan University of Medical Sciences campus and receives
 about 100 m3/d sewage from official and residential building blocks. In
 this study thermal disinfection of the effluent in 55 &amp;ordm;C for 2 hours 
using flat plat solar collector (FPSC) was investigated. During the 
study in the beginning of every week, one day was selected randomly and 
the pilot was run. The pilot influent temperature was the same as 
ambient air throughout the day. If the liquid temperature within the 
pilot increased above 55 &amp;ordm;C, a thermostatic valve opened. Passed liquid 
was maintained for 2 hours in this temperature. Whenever the volume of 
disinfected effluent was measurable fecal MPN test and Nemathoda eggs 
count-up were done according to the Standard Methods and Leeds-II 
directions, respectively. In 200 days from April to November the 
geometric mean of fecal coliform never exceeded the WHO guideline (1000 
MPN/100mL), but in 5 days (21% ) it exceeded the Iranian standard 
(400/100mL). Mathematical mean of Nemathoda eggs was less than 1 per 
liter (Engelberg Index) persistently. The mean of hydraulic loading 
rates was calculated 83.25 L/d m2 while it decreased to 41.85L/d.m2 in 
the days without thermal reclamation.</Abstract><web_url>https://ijehse.tums.ac.ir/index.php/jehse/article/view/294</web_url><pdf_url>https://ijehse.tums.ac.ir/index.php/jehse/article/download/294/293</pdf_url></Article></Articles>
