Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/293881
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dc.date.accessioned2020-08-07T09:04:23Z-
dc.date.available2020-08-07T09:04:23Z-
dc.identifier.urihttp://hdl.handle.net/10603/293881-
dc.description.abstractWater resources across the globe are depleting at an alarming rate due to the drastic population growth, urbanization, industrialization and the consequent demand for the freshwater resources. The increase in demand for the water resources cannot be controlled, however their excessive use can be kept in check if a better alternative for freshwater is found for non-potable purposes. At this juncture, tertiary treated sewage can be considered a viable option. Proper treatment of sewage can ensure a sufficient supply of treated water for industrial use. In India, several Sewage Treatment Plants have been set up by the Central and State Government Bodies for Cities and Towns and the biologically treated sewage can be further processed for tertiary treatment and non-potable purpose. newlineMany industries are located within the perimeter of 25 km of Surat, which require about 500-600 MLD of process water for use in industries. There are many Textile Processing and Chemical units located within Udhna, Pandesara, Sachin and Palsana Industrial Estates around Surat. Surat Municipal Corporation (SMC), on request of surrounding industries particularly from Pandesara and Sachin Industrial Estates, installed Tertiary Sewage Treatment Plant to supply them Product Water for their industrial processes. SMC has 100 MLD Sewage Treatment Plant (STP) at Bamroli with UASB + EA System and 40 MLD (Net Output) Tertiary Treatment Plant (TTP) installed during the year of 2014 to use biologically treated sewage from this Plant. During initial study of operation of TTP, ingress of industrial waste in the raw newlinesewage was observed and due to this two major problems were faced namely (1) Higher TSS level thereby disturbing high rate gravity filter and not achieving TSS limit of 5 mg/L as UF feed as required by UF membrane manufacturer (2) The second problem observed was irreversible fouling of UF Membranes thereby reducing the flux level by 20% affecting the requirement of product water to be supplied to Industries.
dc.format.extentxxi,135p
dc.languageEnglish
dc.relation
dc.rightsuniversity
dc.titleIntegrated Approach for Developing Sustainable Methodology for Sewage Recycling A Case Study of Surat
dc.title.alternative
dc.creator.researcherVashi Nimeshchandra V.
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.description.note
dc.contributor.guideShah Navin Chandra
dc.publisher.placeBarodli
dc.publisher.universityUka Tarsadia University
dc.publisher.institutionFaculty of Engineering and Technology
dc.date.registered03/07/2012
dc.date.completed2020
dc.date.awarded13/07/2020
dc.format.dimensions
dc.format.accompanyingmaterialCD
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Faculty of Engineering and Technology

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01_title.pdfAttached File7.34 kBAdobe PDFView/Open
02_certificates.pdf918.76 kBAdobe PDFView/Open
03_preliminary_pages.pdf70.15 kBAdobe PDFView/Open
04_chapter_1.pdf1.78 MBAdobe PDFView/Open
05_chapter_2.pdf36.64 MBAdobe PDFView/Open
06_chapter_3.pdf1.21 MBAdobe PDFView/Open
07_chapter_4.pdf7.29 MBAdobe PDFView/Open
08_chapter_5.pdf22.78 MBAdobe PDFView/Open
09_chapter_6_conclusion.pdf1.11 MBAdobe PDFView/Open
10_references.pdf1.14 MBAdobe PDFView/Open
11_publications.pdf1.09 MBAdobe PDFView/Open
12_plagiarism report.pdf531 kBAdobe PDFView/Open
80_recommendation.pdf39.52 kBAdobe PDFView/Open


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