Main Title |
Lawrence Avenue underflow sewer system : interim report, planning and construction / |
Author |
Koncza, Louis, ;
Churchill, Donald H. ;
Miller, G. L.
|
Other Authors |
|
CORP Author |
Chicago Dept. of Public Works, IL. Bureau of Engineering.;Municipal Environmental Research Lab., Cincinnati, OH. |
Publisher |
Municipal Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Available to the public through the National Technical Information Service. |
Year Published |
1980 |
Report Number |
EPA-600/2-80-014 |
Stock Number |
PB81-145708 |
OCLC Number |
06681502 |
Subjects |
Excavation ;
Storm sewers ;
Underground storage
|
Additional Subjects |
Combined sewers ;
Tunneling(Excavation) ;
Tunneling machines ;
Mining equipment ;
Photographs ;
Contracts ;
Urban hydrology ;
Storm water runoff ;
Chicago(Illinois)
|
Internet Access |
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
EJBD ARCHIVE |
EPA 600-2-80-014 |
|
Headquarters Library/Washington,DC |
02/28/2011 |
EJBD |
EPA 600-2-80-014 |
c.1 |
Headquarters Library/Washington,DC |
01/14/2014 |
ELBD |
EPA 600-2-80-014 |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
ESAD |
EPA 600-2-80-014 |
|
Region 10 Library/Seattle,WA |
03/23/2010 |
NTIS |
PB81-145708 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
x, 78 pages : illustrations, maps ; 28 cm. |
Abstract |
A new and bold concept in design of urban drainage systems was developed as a step forward in the solution of combined sewer overflow problems. A deep tunnel in bed rock about 200 to 250 feet (61 to 76 m) below the surface was designed and constructed for the Lawrence Avenue drainage basin in Chicago. Utilization of modern tunnel boring machines made the project economically competitive with conventional sewers while reaping additional benefits of ease in construction, no disturbance to traffic and least inconvenience to public. In addition, the tunnel sewer will serve as a reservoir totally capturing smaller storms, and trapping a significant portion of the first flush of pollutants from larger storms. The entrapped pollutional load will be pumped to a treatment plant through a pumping station to be operated only at the end of the storm, for dewatering the tunnel. The project is expected to reduce, to a large extent, the combined sewer overflows to the waterways. |
Notes |
"City of Chicago, Bureau of Engineering." "March 1980." "Grant no. 11020 EMD." |
Place Published |
Cincinnati Springfield, Va. |
Supplementary Notes |
See also report dated Nov 70, PB-210 854. |
Corporate Au Added Ent |
Chicago (Ill.). Bureau of Engineering.; Municipal Environmental Research Laboratory. |
Title Ser Add Ent |
Research reporting series. Environmental protection technology ; EPA-600/2-80-014. |
PUB Date Free Form |
1980 |
Series Title Traced |
Research reporting series Environmental protection technology ; EPA-600/2-80-014 |
Series Title Untraced |
Research reporting series. 2, Environmental protection technology ; EPA-600/2-80-014 |
NTIS Prices |
PC A05/MF A01 |
BIB Level |
m |
Cataloging Source |
OCLC/T |
Merged OCLC records |
1225665206 |
OCLC Time Stamp |
20110225112011 |
Language |
eng |
SUDOCS Number |
EP 1.23/2:600/2-80-014 |
Origin |
OCLC |
Type |
MERGE |
OCLC Rec Leader |
01593cam 2200397Ia 45020 |