page 105 |
Previous | 1 of 25 | Next |
|
|
Loading content ...
First Year Performance of General American's Newest Tank Car Waste Treatment Plant at Saegertown, Pa. Gregoire Gutzeit and Glenn Enyart Director, and Group Leader, Research and Testing Laboratory General American Transportation Corp. East Chicago, Indiana On September 26, 1950, a permit was issued to General American Transportation Corporation by the Department of Health (Sanitary Water Board) of the Commonwealth of Pennsylvania, approving plans for a sewage and industrial waste treatment works to purify the waste from the Saegertown, Crawford County, Pennsylvania, tank car repair and maintenance plant prior to the discharge into French Creek, a tributary of the Allegheny River. This new plant, designed and built by General American Transportation Corporation, has been previously described, (1), (2), (3), (4), (5), (6). The process, the flow-sheet, and data concerning the general character of influent and effluent have been discussed in the same publication. Figure 1 is a flow diagram for reference use with this paper. The above subject matter will be briefly summarized hereafter in order to provide a basis for consideration of performance. The waste resulting from tank car cleaning operations is highly complex and variable in composition, with a predominance of organic compounds. Its liquid portion can be roughly classified as oily and phenolic in character. The amount produced per eight hour day in Saegertown is around 25,000 gallons. The waste treatment plant (1), (2) combines a number of unit operations in series, each of which has a definite function. Table 1 shows their sequence, relationship and purpose. Construction of the waste treatment works was practically completed by the middle of February, 1951. The various units were first checked individually for mechanical performance, any defects corrected, and the collecting basins filled. Operation was started the second week of March, 1951. During the period from the middle of March to May 28, the performance was abnormal, because the tank car repair and maintenance plant had only a skeleton crew of 105
Object Description
Purdue Identification Number | ETRIWC195210 |
Title | First year performance of General American's newest tank car waste treatment plant at Saegertown, Pa. |
Author |
Gutzeit, Gregoire Enyart, Glenn |
Date of Original | 1952 |
Conference Title | Proceedings of the seventh Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/cdm4/document.php?CISOROOT=/engext&CISOPTR=2072&REC=5 |
Extent of Original | p. 105-129 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2008-11-13 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 105 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | First Year Performance of General American's Newest Tank Car Waste Treatment Plant at Saegertown, Pa. Gregoire Gutzeit and Glenn Enyart Director, and Group Leader, Research and Testing Laboratory General American Transportation Corp. East Chicago, Indiana On September 26, 1950, a permit was issued to General American Transportation Corporation by the Department of Health (Sanitary Water Board) of the Commonwealth of Pennsylvania, approving plans for a sewage and industrial waste treatment works to purify the waste from the Saegertown, Crawford County, Pennsylvania, tank car repair and maintenance plant prior to the discharge into French Creek, a tributary of the Allegheny River. This new plant, designed and built by General American Transportation Corporation, has been previously described, (1), (2), (3), (4), (5), (6). The process, the flow-sheet, and data concerning the general character of influent and effluent have been discussed in the same publication. Figure 1 is a flow diagram for reference use with this paper. The above subject matter will be briefly summarized hereafter in order to provide a basis for consideration of performance. The waste resulting from tank car cleaning operations is highly complex and variable in composition, with a predominance of organic compounds. Its liquid portion can be roughly classified as oily and phenolic in character. The amount produced per eight hour day in Saegertown is around 25,000 gallons. The waste treatment plant (1), (2) combines a number of unit operations in series, each of which has a definite function. Table 1 shows their sequence, relationship and purpose. Construction of the waste treatment works was practically completed by the middle of February, 1951. The various units were first checked individually for mechanical performance, any defects corrected, and the collecting basins filled. Operation was started the second week of March, 1951. During the period from the middle of March to May 28, the performance was abnormal, because the tank car repair and maintenance plant had only a skeleton crew of 105 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Tags
Comments
Post a Comment for page 105