Main Title |
Filter Plant Design for Asbestos Fiber Removal. |
Author |
Logsdon, G. S. ;
Evavold, G. L. ;
Patton, J. L. ;
Watkins, J. ;
|
CORP Author |
Environmental Protection Agency, Cincinnati, OH. Water Engineering Research Lab. ;RREM, Inc., Duluth, MN. ;Black and Veatch, Kansas City, MO. ;Gray and Osborne, Tacoma, WA. |
Year Published |
1983 |
Report Number |
EPA/600/J-83/337; |
Stock Number |
PB86-188190 |
Additional Subjects |
Filtration ;
Asbestos ;
Water treatment ;
Design ;
Removal ;
Monitoring ;
Natural fibers ;
Pilot plants ;
Turbidity ;
Lake Superior ;
Cascade Mountains ;
pH ;
Alums ;
Polymers ;
Mixing ;
Sodium carbonates ;
Flow diagrams ;
Reprints ;
Raw water ;
Water filtration plants
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
NTIS |
PB86-188190 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
18p |
Abstract |
Water filtration plants used to remove asbestos fibers should be designed to produce filtered water with very low turbidity (0.10 ntu or lower). Flexibility in plant operation, especially with respect to conditioning raw water for filtration, is a key design factor. Preconditioning and filtration should be interdependent portions of the calarification process. Water quality monitoring is very important; careful control of pH is needed during coagualation; filtered water turbidity should be monitored continuously so filters can be backwashed before large amounts of floc and asbestos fibers are discharged from the filter into the treated water. Design data and treatment results are also presented. |