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dc.contributor.advisorJohn H. Lienhard V.en_US
dc.contributor.authorRen, Xiaoyuan, S.M. (Xiaoyuan Charlene). Massachusetts Institute of Technologyen_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil and Environmental Engineering.en_US
dc.coverage.spatiala-ii---en_US
dc.date.accessioned2016-08-02T20:08:02Z
dc.date.available2016-08-02T20:08:02Z
dc.date.copyright2016en_US
dc.date.issued2016en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/103846
dc.descriptionThesis: S.M., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages 153-157).en_US
dc.description.abstractBlack liquor, a strongly polluting byproduct from the kraft pulping process in pulp and paper mills, is traditionally treated by being passed through multiple effect evaporators and burned in a recovery boiler to produce energy and recover chemicals. However, the traditional treatment of black liquor is not economically viable for the small-scale kraft paper mills in India that uses waste agricultural products as raw material to produce brown paper. Membrane ultrafiltration treatment has been advocated by many scholars as a possible alternative treatment method for black liquor, and this study attempts to address industrial concerns on the cost-effectiveness of membranes for black liquor concentration and treatment. Utilizing a cross-flow hollow fiber membrane module in a recirculation system operating under constant pressure, black liquor is recirculated through the system over an extended period of time to observe the quantity and quality of the lignin in the concentrate and the permeate, and how they vary over time. Additionally, the permeate flux rate change over time is also observed to determine the required frequency of cleaning membranes from reversible fouling of membranes, as well as the frequency to replace membranes due to irreversible fouling. Cost of cleaning and changing membranes, as well as the profit gained from lignin retained can be estimated and compared with literature to determine the cost-effectiveness of ultrafiltration membranes in treating black liquor. Experimental results suggest that operating at a pressure of 207 kPa and a cross-flow velocity of 1.06 m/s, the average permeate flux of black liquor is 7-21 LMH when concentrating lignin in black liquor from a concentration of 38 g/L to 185 g/L, which compares favorably to literature results. However, a membrane cleaning frequency of every 4 to 6 hours and an estimated membrane lifetime of several weeks, predicted by experimental results, significantly raises the cost of cleaning and changing membranes in comparison to the commonly estimated membrane cleaning frequency of once per day and lifetime of 1.5 year in literature. The permeate lignin concentration, which increased up to 40 g/L at the end of a concentration cycle, would also decrease the profit gained from reusing the permeate stream in the cooking process. The increased cost factors associated with both intense membrane fouling and the need for permeate stream retreatment require to be addressed in future research, in order to more comprehensively evaluate membrane filtration process as a cost-effective alternative for treating black liquor.en_US
dc.description.statementofresponsibilityby Xiaoyuan "Charlene" Ren.en_US
dc.format.extent157 pagesen_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.titleEvaluation of membrane filtration for treatment of black liquor in small-scale pulp and paper mills in Indiaen_US
dc.typeThesisen_US
dc.description.degreeS.M.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc953872590en_US


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