| dc.contributor.advisor | James M. Symons. | en_US |
| dc.contributor.author | Tenney, Mark W | en_US |
| dc.date.accessioned | 2017-01-30T19:15:11Z | |
| dc.date.available | 2017-01-30T19:15:11Z | |
| dc.date.issued | 1959 | en_US |
| dc.identifier.uri | http://hdl.handle.net/1721.1/106715 | |
| dc.description | Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, 1959. | en_US |
| dc.description | Includes bibliographical references (leaves 93-96). | en_US |
| dc.description.statementofresponsibility | by Mark William Tenney. | en_US |
| dc.format.extent | 119 leaves | en_US |
| dc.language.iso | eng | en_US |
| dc.publisher | Massachusetts Institute of Technology | en_US |
| dc.rights | MIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission. | en_US |
| dc.rights.uri | http://dspace.mit.edu/handle/1721.1/7582 | en_US |
| dc.subject | Civil and Sanitary Engineering | en_US |
| dc.title | The use of two-stage complete mixing activated sludge for the improvement of effluent quality | en_US |
| dc.type | Thesis | en_US |
| dc.description.degree | M.S. | en_US |
| dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Sanitary Engineering | en_US |
| dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering | |
| dc.identifier.oclc | 32691867 | en_US |
