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dc.contributor.advisorE. Eric Adams.en_US
dc.contributor.authorMcLean, Robert C. (Robert Charles)en_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.en_US
dc.coverage.spatialncho---en_US
dc.date.accessioned2010-03-24T20:34:42Z
dc.date.available2010-03-24T20:34:42Z
dc.date.copyright2009en_US
dc.date.issued2009en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/52759
dc.descriptionThesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.en_US
dc.descriptionIncludes bibliographical references (leaves 76-78).en_US
dc.descriptionThis electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.en_US
dc.description.abstract(cont.) However, it is doubtful the costs associated with dosages required to achieve these removals are sustainable for communities such as Las Vegas. To address these deficiencies further sustainable practices for optimizing the Imhoff tanks as well as designs for both pre-treatment and secondary treatment options appropriate for use in Honduras were developed. The recommended system allows achievement of regulatory effluent levels while maintaining low annual operating costs for the system.en_US
dc.description.abstractWastewater treatment within Honduras is indicative of the state of water and sanitation services throughout the developing portions of Central America. One technology which comprises approximately 40 percent of all treatment facilities within Honduras is the Imhoff tank. First patented in 1906 the Imhoff tank has long been out of favor within the developed world as newer technologies and large centralized processing of wastewater have developed. Nevertheless, Imhoff tanks remain appropriate primary treatment technology for decentralized facilities like those found throughout Honduras. A large number of Honduras' systems have fallen into various states of disrepair due to neglect through lack of proper maintenance. One system within the municipality of Las Vegas, Honduras was examined extensively to determine the appropriateness of rehabilitating these systems utilizing various enhancement technologies. Water quality measurements were obtained for the Las Vegas system, which was found to be providing only negligible removals of wastewater constituents. Two large factors figuring into this are: measured flow rates were approximately 50 percent higher than originally anticipated in design and routine maintenance on the system has been neglected. Utilizing chemically enhanced primary treatment with ferric chloride as a coagulant, it was possible to increase removal efficiencies and achieve regulatory effluent standards for chemical oxygen demand, turbidity, and pH, despite the high flows.en_US
dc.description.statementofresponsibilityby Robert C. McLean.en_US
dc.format.extent100 leavesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineering.en_US
dc.titleHonduras wastewater treatment : chemically enhanced primary treatment and sustainable secondary treatment technologies for use with Imhoff tanksen_US
dc.typeThesisen_US
dc.description.degreeM.Eng.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc501942743en_US


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