| Main Title |
Level III: Receiving water quality modeling for urban stormwater management / |
| Author |
Medina, Miguel A., ;
Medina, Jr, Miguel A.
|
| CORP Author |
Duke Univ., Durham, NC. Dept. of Civil 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 |
1979 |
| Report Number |
EPA-600/2-79-100; EPA-R-802411 |
| Stock Number |
PB80-134406 |
| OCLC Number |
05869100 |
| Subjects |
Combined sewer overflows--Mathematical models ;
Urban runoff--Mathematical models ;
Combined sewers--Overflows--Mathematical models
|
| Additional Subjects |
Combined sewers ;
Storm sewers ;
Runoff ;
Water pollution ;
Urban areas ;
Mathematical models ;
Storms ;
Droughts ;
Overflows ;
Dissolved gases ;
Oxygen ;
Stream flow ;
Biochemical oxygen demand ;
Sewage treatment ;
Fortran ;
Computer programs ;
Field tests ;
Iowa ;
Urban hydrology ;
Storm water runoff
|
| Internet Access |
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| EHAM |
TD662.M43 1979x |
|
Region 1 Library/Boston,MA |
04/29/2016 |
| EJBD |
EPA 600/2-79-100 |
|
Headquarters Library/Washington,DC |
05/28/2004 |
| ELBD ARCHIVE |
EPA 600-2-79-100 |
Received from HQ |
AWBERC Library/Cincinnati,OH |
10/04/2023 |
| ELBD |
EPA 600-2-79-100 |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
| ERAD |
EPA 600/2-79-100 |
|
Region 9 Library/San Francisco,CA |
10/01/2012 |
| ESAD |
EPA 600-2-79-100 |
|
Region 10 Library/Seattle,WA |
07/15/2005 |
| NTIS |
PB80-134406 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
xi, 205 pages : illustrations, maps ; 28 cm. |
| Abstract |
A simplified continuous receiving water quality model has been developed as a planning guide to permit preliminary screening of areawide wastewater treatment strategies. The model simulates the hypothetical response of the stream or tidal river system to the separate and combined effects of waste inputs from: (1) upstream sources, (2) dry weather urban sources, and (3) wet weather urban sources. The total hours of runoff-producing rainfall throughout a year are separated into storm events by defining a minimum interevent time. For a given storm event, the runoff and pollutant loads are summed and critical dissolved oxygen concentrations are estimated as a function of several hydrodynamic and biochemical parameters. Model output includes the downstream dissolved oxygen sag curves computed per each event, and the dissolved oxygen profile computed at a user-specified location downstream for all simulated events. An application to the Des Moines River at Des Moines, Iowa, is presented. |
| Notes |
"Department of Civil Engineering, Duke University." "August 1979." Includes bibliographical references (pages 159-162). "Grant no. R-802411." |
