Dacor EF36BNNF Manuel D'utilisation Et D'entretien page 10

Water Filter Performance Data
System tested and certified by NSF International against NSF/ANSI Std 42 for the reduction of Chlorine Taste and Odor,
Particulate Class I and against NSF/ANSI 53 for the reduction of Cysts, Turbidity, Asbestos, Mercury, Lead, Benzene,
p-Diclorobenzene, Carbofuran
Parameter
Chlorine
Taste and Odor
Particulate**
Parameter
Turbidity
Cysts Reduction
Asbestos Reduction
Lead at pH 6.5 0.015 mg/L
Lead at pH 8.5 0.015 mg/L
Mercury at pH 6.5 0.002 mg/L
Mercury at pH 8.5 0.002 mg/L
Atrazine 0.003 mg/L
Benzene 0.005 mg/L
Carbofuran 0.04 mg/L
p-Dichlorobenzene 0.075 mg/L
Lindane
Toxaphene 0.003 mg/L
* Tested using a flow rate of 0.78 gpm; pressure of 60 psig; pH of 7.5 + 0.5; temp. of 68° + 5°F (20° + 3°C)
** Measurement in particules/ml. Particules used were 0.5 - 1 microns
*** NTU - Nephelometric Turbidity Units
Specifications
Rated Flow: .78 gpm (2.9 L/min)
Min. Op. Temp: 33°F (.6°C)
Max. Op. Temp: 100°F (38°C)
Min. Op. Press: 35 psi (241 kPA)
Max. Op. Press: 120 psi (827 kPA)
General Use Conditions
Read this Performance Data Sheet and compare the capabilities
of this unit with your actual water treatment needs.
It is essential that operational, maintenance and filter replacement
requirements be carried out for the product to perform as adver-
tised.
Do not use with water that is microbiologically unsafe or of
unknown quality without adequate disinfection before or after
the system. Systems certified for cyst reduction may be used
on disinfected waters that may contain filterable cysts.
This product is for cold water use only.
This system has been tested according to ANSI/NSF 42 and 53
for reduction of the substances listed above. The concentration
of the indicated substances in water entering the system was
reduced to a concentration less than or equal to the permissible
limit for water leaving the system, as specified in ANSI/NSF 42
and 53.
Refrigerator Operation
Influent
USEPA
MCL Challenge Concentration
– 2.0 mg/L ± 10%
– –
– at least 10,000 particles/ml
Influent
USEPA
MCL Challenge Concentration
1 NTU** 11 ± 1 NTU***
99.5%
Minimum 50,000/L
99% 10 10 fibers/L; fibers > micrometers
7 8
in length
0.15 mg/L +10%
0.15 mg/L +10%
.006 mg/L ± 10%
.006 mg/L ± 10%
0.009 mg/L + 10%
0.015 mg/L ± 10%
0.08 mg/L ± 10%
.225 mg/L ± 10%
0.0002
mg/L 0.002 mg/L ± 10%
0.015 ± 10%
Standard No. 42: Aesthetic Effects
Influent
Average Average
1.88 mg/L <0.05136364 mg/L
– –
5,700,000 #/ml 30,583 #/ml
Standard No. 53: Health Effects
Influent
Average Average
10.7 NTU 0.31 NTU
166,500 #/L <1 #/L
155 MF/L <1 MF/L
0.153 mg/L <.001 mg/L
0.150 mg/L <.001 mg/L
0.006 mg/L 0.0003 mg/L
0.006 mg/L 0.0008 mg/L
0.009 mg/L <0.002 mg/L
0.014 mg/L 0.0006 mg/L
0.081 mg/L <0.001 mg/L
0.208 mg/L <0.0005 mg/L
0.002 mg/L 0.000 mg/L
0.015 mg/L <0.001 mg/L
8
Effluent % Reduction
Maximum Average
0.06 mg/L >97.26
– –
69,000 #/ml 99.52
Effluent % Reduction
Maximum Average
.049 NTU 97.09
<1 #/L >99.99
<1 MF/L >99.99
<.001 mg/L >99.35
<.001 mg/L >99.33
0.0005 mg/L 95.70
0.0015 mg/L 86.22
0.002 mg/L 76.99
0.0011 mg/L 95.71
<0.001 mg/L 98.74
<0.0005 mg/L 99.76
<0.0001 mg/L 98.72
<0.001 mg/L 92.97
Min. Required
Minimum Reduction
96.84 50%
– –
98.94 85%
Min. Required
Minimum Reduction
95.20 0.5 NTU
>99.99 >99.99%
>99.99 99%
>99.29 0.10 mg/L
>99.29 0.10 mg/L
90.91 0.002 mg/L
75.93 0.002 mg/L
75.31 0.003 mg/L
92.14 0.005 mg/L
98.46 0.04 mg/L
99.74 0.075 mg/L
96.50 0.0002 mg/L
91.67 0.003 mg/L