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dc.contributor.advisorHarold F. Hemond.en_US
dc.contributor.authorNuttle, William Kensetten_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2005-08-04T19:18:17Z
dc.date.available2005-08-04T19:18:17Z
dc.date.copyright1982en_US
dc.date.issued1982en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/15770
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.en_US
dc.descriptionBibliography: leaves 95-96.en_US
dc.description.statementofresponsibilityby William Kensett Nuttle.en_US
dc.format.extent108 leavesen_US
dc.format.extent5042599 bytes
dc.format.extent5042357 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
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/1721.1/7582
dc.subjectCivil Engineering.en_US
dc.subject.lcshSalt marshes Massachusetts Great Sippewissett Marshen_US
dc.subject.lcshPeat soilsen_US
dc.subject.lcshSoil percolation Mathematical modelsen_US
dc.titleThe flow of water in salt marsh peaten_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc09558346en_US


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