EXTENSIONS
PART (X) |
MODEL |
MEDIA TYPE |
LOADING (GPM/FT2) |
BW (1) (GPM) |
3 |
-N |
NEUTRALIZING MEDIA CALCITE AND GMO |
3-6(4) |
10-12 |
4 |
-T |
FILTER AG
(SILICATE MEDIA) |
3-5(6) |
8-10 |
5 |
-S |
FILTER
SAND |
2-3(7) |
15 |
6 |
-I |
MANGANESE GREEN SAND |
3-5(5) |
10-12 |
7 |
-C |
ACTIVATED CARBON |
2-6(3) |
8-10 |
8 |
-MM |
MULTI MEDIA
|
3-8(2) |
15 |
(1)
EXACT BW RATE VARIES WITH FILTER SIZE DUE TO FIXED RATE BW CONTROLLERS
(2)
“A NUMBER OF INVESTIGATORS FOUND DUAL AND MIXED MEDIA FILTERS TO OPERATE
SUCCESSFULLY AT RATES FROM 3 TO 8 GPM/FT2” AWWA, ASCE WATER TREATMENT PLANT
DESIGN, 3RD EDITION, MCGRAW HILL, NY,NY 1997 P 158
WATER KING RECOMMENDS 3
GPM/FT2 WITH ALL FILTERS IN SERVICE AND 5 TO 6 GPM/FT2 WITH ONE OUT OF SERVICE
AND PEAK FLOW.
(3)
“SURFACE LOADING RATES FOR GAC FILTERS RANGE FROM 2 TO 10 GPM/FT2,
ALTHOUGH RATES OF 2 TO 6 GPM/FT2 ARE MORE COMMONLY USED AS DESIGN CRITERIA.
(4)
PER CLACK BROCHURES 2386 (11/02) AND 2387 (1/02) LISTING CALCITE AT 3 TO
6 GPM/FT2 AND CORSEX AT 5 TO 6 GPM/FT2, RESPECTIVELY. WATER KING USES A MIX
CALCITE AND CORSEX HENCE THE RECOMMENDED LOADING OF 3 TO 6 GPM/FT2.
(5)
PER CLACK BROCHURE 2349 (03/01) MANGANESE GREEN SAND AT 3 TO 5 GPM/FT2.
CLACK ALSO NOTES “8 – 10 GPM/FT2 INTERMITTENT FLOW POSSIBLE”. WATER KING
RECOMMENDS 3 GPM/FT2 WITH ALL FILTERS IN SERVICE AND 5 TO 6 GPM/FT2 WITH ONE OUT
OF SERVICE AND PEAK FLOW.
(6)
PER CLACK BROCHURE 2351 (03/01) FILTER AG RATE LISTED AS 5 GPM/FT2 WITH NOTE THAT
“CONSIDERABLY HIGHER RATES ARE OFTEN USED”. WATER KING RECOMMENDS 3 GPM/FT2 WITH
ALL FILTERS IN SERVICE AND 5 TO 6 GPM/FT2 WITH ONE OUT OF SERVICE AND PEAK FLOW.
(7)
RAPID SAND FILTER RATES ARE TRADITIONALLY 2 GPM/FT2 FOR MUNICIPAL
SERVICE. INDUSTRIAL RATES ARE LISTED BY CLACK AT 3 GPM/FT2 WITH DOMESTIC AT 5
GPM/FT2. WATER KING RECOMMENDS DESIGN OF SAND FILTERS NOT EXCEED 3 GPM/FT2 AT
PEAK FLOW WITH ONE FILTER OUT OF SERVICE. IF HIGHER FLOWS ARE DESIRED, USE A
MULTI MEDIA FILTER.
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