| Main Title |
Optimization of the Assimilative Waste Capacity of the Unsaturated and Saturated Zones of an Unconfined Aquifer System. |
| Author |
Willis, Robert ;
Dracup., J. A. ;
|
| CORP Author |
California Univ., Los Angeles. School of Engineering and Applied Science. |
| Year Published |
1973 |
| Report Number |
UCLA-ENG-7394; OWRR-B-150-CAL; W74-08152 ; OWRR-B-150-CAL(11) |
| Stock Number |
PB-232 428 |
| Additional Subjects |
Water pollution control ;
Aquifers ;
Waste disposal ;
Injection wells ;
Ground water ;
Industrial waste treatment ;
Optimization ;
Mathematical models ;
Dilution ;
Water reclamation ;
Water injection ;
Sewage treatment ;
Cost analysis ;
Water quality ;
Degradation ;
California ;
Santee water reclamation project ;
Liquid waste disposal
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| NTIS |
PB-232 428 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
158p |
| Abstract |
A mathematical model to optimize the assimilative waste capacity of unconfined aquifers is formulated. The aquifer is to be used conjunctively with surface sources as a source of water supply. Waste waters may be introduced into the ground water aquifer system by either well injection or by basin spreading of waste waters. In the model, three treatment processes are available to reduce constituent concentrations present in the waste waters: (1) dilution; (2) surface treatment of each sonstituent; and (3) the assimilative capacity of the unsaturated and saturated zones of the aquifer system. The total cost for supplying the dilution water and the cost for surface treatment of each constituent is minimized by the model. Portions of this document are not fully legible. |
