| Main Title |
Quantity-quality simulation (QQS) : a detailed continuous planning model for urban runoff control / |
| Author |
Geiger, Wolfgang F., ;
Dorsch, Helmut R.
|
| Other Authors |
|
| CORP Author |
Dorsch Consult Ltd., Toronto (Ontario).;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-600/2-80-011; EPA-R-805100 |
| Stock Number |
PB80-190507 |
| OCLC Number |
06681208 |
| Subjects |
Urban runoff--Mathematical models ;
Combined sewer overflows--Mathematical models ;
Water pollution control industry ;
Combined sewers--Overflows--Mathematical models
|
| Additional Subjects |
Combined sewers ;
Water pollution control ;
Overflows ;
Urban areas ;
Mathematical models ;
Runoff ;
Storm sewers ;
Drainage ;
Sewage ;
Fluid flow ;
Sewers ;
Control equipment ;
Stream ;
Fortran ;
Catch basins ;
Volume ;
Water quality ;
Computer programming ;
Foreign technology ;
Synthetic hydrology ;
Fortran 4 programming language ;
QQS computer program
|
| Internet Access |
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| EHAM |
TD719.G44 1980y |
|
Region 1 Library/Boston,MA |
04/29/2016 |
| EJBD |
EPA 600-2-80-011 |
|
Headquarters Library/Washington,DC |
01/14/2014 |
| ELBD ARCHIVE |
EPA 600-2-80-011 |
Received from HQ |
AWBERC Library/Cincinnati,OH |
10/04/2023 |
| ELBD |
EPA 600-2-80-011 |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
| ESAD |
EPA 600-2-80-011 |
|
Region 10 Library/Seattle,WA |
03/23/2010 |
| NTIS |
PB80-190507 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
volumes : illustrations ; 28 cm |
| Abstract |
A comprehensive mathematical model, the Quantity-Quality Simulation (QQS) model, for calculation of urban stormwater and combined sewer overflow pollution and the means for its control is presented. The model operates in a continuous mode with a five minute time step and accounts for the unsteady runoff and overflow behavior of total drainage systems. Lumping techniques, that calculate the runoff from drainage areas, are combined with detailed flow routing through main and interceptor sewer as well as other structures such as branches, overflows, basins, pump stations, control gates, and treatment facilities. The computer program calculates the runoff in the storm or combined sewer and in the receiving waters. The program package, written in Standard Fortran IV, comprises approximately 30,000 statements. Applicability of the QQS model is demonstrated in a number of comparisons with measurements of runoff quantity and several water quality parameters made in several catchments. |
| Notes |
"Dorsch Consult Ltd." "Storm and Combined Sewer Section, Wastewater Research Division, Municipal Environmental Research Laboratory. "March 1980." Includes bibliographical references (pages 85-86). "Grant no. R-805100." |
| Contents Notes |
v. 1. Model description, testing, and applications. |
