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FINAL REPORT -Spectrum Labs Inc.
DOULTON UNDERCOUNTER DRINKING WATER SYSTEM WITH SINGLE ULTRACARB CERAMIC CANDLE
Cyst and Turbidity Reduction
Other Doulton system tests
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Report Number - 0561B-020794 - revision 1
to: Mr. Anthony Frost, Doulton Water Care, Filleybrooks, Stone, Staffordshire, ST150PU
from: Spectrum Labs Inc., 301 West County Road E2, New Brighton, MN 55112
November 15, 1994
original signed by:
Sandra L. Games (15/11/94) and Margeret L. Bicking (22/11/94)
Introduction
Doulton Water Care has developed a proprietary drinking water treatment
system that utilizes a radial flow activated carbon block filter cartridge
in conjunction with a ceramic candle to remove specific contaminants from
drinking water. This product is designed for long life filtration and is
available directly through Doulton Water Care to distributors and retailers
of point of use (POU) home water filtration systems.
The use of
activated carbon block filter cartridges incorporating proven sorbent
technology is becoming more prevalent in the design and development of
drinking water treatment devices as manufacturers seek to combine the
contaminant reduction capabilities of both organics and heavy metal removal
technology. Ceramic filter cartridges are commonly used for the removal
of harmful bacteria and cysts. Each technology has been established as
an effective means for specific contaminant reduction under defined operating
conditions.
Reliable information on contaminant removal capabilities is important in marketing
this product to potential distributors and to the general public. Furthermore,
several states have now implemented regulations which govern the sale
and marketing of residential water treatment systems. Therefore, it is
now necessary to have verification of contaminant reduction claims by
a state certified independent third-party laboratory, using an approved
protocol. Spectrum Labs, Inc. is pleased to provide this laboratory report
as the result of an independent evaluation of the Doulton HIF undercounter
drinking water treatment system containing an Ultracarb filter cartridge
for cyst and turbidity reduction
Experimental Section
Selection of Analytes and Spiking levels
The Doulton HIF undercounter drinking water treatment system containing an Ultracarb
filter cartridge was evaluated for cyst and turbidity reduction in accordance
with the test protocol contained in NSF International Standard Number
53, "Drinking Water Treatment Units/Health Effects," Annex C, "Mechanical
Filtration Performance Test Methods," Section V, "Method - Plumbed-In
Units Without Reservoir," revised September 1993. Influent challenge waters
were prepared by adding a known amount or' Powder Technologies. Inc. (PTI)
fine test dust to achieve a target spike level of 104 particles/mL of
3-4 micrometers and a turbidity of 10-12 NTU.
Influent
and effluent samples were analyzed for cyst reduction using American Society
for Testing and Materials (ASTM) Method Number F795 which is a standard
particle counting method (betaratiometry) and turbidity was analyzed using
EPA Method Number 180.1 which is a nephelometric method. The corresponding
Method Detection Limit (MDL), EPA Maximum Contaminant Level (MCL), and
Target Spike Level for these analytes are provided in Table 1.
Analyte Selection for Contaminant Reduction Studies
Table 1 |
Analyte |
EPA
or
ASTM
Method |
Method
Detection
Limit (mg/L) |
EPA MCL
Level (mg/L) |
Target
Spike Level
(mg/L) |
Cyst
PTI Fine Dust as surrogate |
F795 |
N/A |
N/A |
10(4)
particles/mL
3-4 micron size |
Turbidity
NTU=Nephelometric Turbidity Unit |
180.1 |
0.1
NTU |
1.0
NTU |
10-12
NTU |
Experimental Design
The experimental and mechanical system design for the cyst and turbidity reduction evaluation
was based on the test protocol contained in NSF Standard Number 53. This
design allows for the uninterrupted testing of two identical units simultaneously.
All influent samples were taken immediately prior to the test units to demonstrate
that the mechanical test system had no effect on the water characteristics
or on the concentration of the challenge analyte. Pressure gauges and
flow meters were installed appropriately to allow documentation of system operation.
Test units were installed, conditioned and operated according to the manufacturer's
instructions. Prior to spiking the challenge water, background influent
and effluent samples were collected until samples obtained a steady state
condition. Samples of the influent and effluent water were collected at
the start of the test and when original flow from each unit decreased
25 percent. 50 percent, and 75 percent. The test units were operated 16
hours per day using a 5 minute on/10 minute off operating cycle, followed
by an 8 hour rest period under pressure. Samples were collected for each
test at the beginning of the "on" cycle immediately following the passage
of one unit volume.
Cyst and Turbidity Reduction Results
The results of laboratory analysis for the cyst reduction evaluation are summarized
in Table 2 and Table 3. The influent and effluent results for each sample
point are tabulated along with the percent reduction. The turbidity results
are summarized in Table 4. Influent and effluent turbidity results are
tabulated at the start of the test and when the original flow from each
unit decreases 25 percent, 50 percent, and 75 percent. Both units evaluated
meet the current NSF acceptance levels of at least 99.95 percent cyst
reduction and not more than 1.0 NTU of turbidity.
Cyst Reduction Studies for the Doulton Drinking Water System with Ultracarb
Table 2 |
Test Unit 1 |
Percent Flow Drop |
Particulate Size Microns |
Influent part/mL |
Effluent part/ml |
Percent Reduction |
Flow Rate |
Flush |
3-4 |
1 |
0 |
n/a |
0.50 |
Initial |
3-4 |
133464 |
0 |
>99.99 |
0.50 |
25 |
3-4 |
105364 |
0 |
>99.99 |
0.38 |
50 |
3-4 |
150836 |
0 |
>99.99 |
0.25 |
75 |
3-4 |
493532 |
0 |
>99.99 |
0.13 |
Flush |
4-6 |
1 |
0 |
n/a |
0.50 |
Initial |
4-6 |
116400 |
0 |
>99.99 |
0.50 |
25 |
4-6 |
88804 |
0 |
>99.99 |
0.38 |
50 |
4-6 |
128056 |
0 |
>99.99 |
0.25 |
75 |
4-6 |
466864 |
0 |
>99.99 |
0.13 |
Table 3 |
Test Unit 2 |
Percent Flow Drop |
Particulate Size Microns |
Influent part/mL |
Effluent part/ml |
Percent Reduction |
Flow Rate |
Flush |
3-4 |
1 |
0 |
n/a |
0.43 |
Initial |
3-4 |
133464 |
0 |
>99.99 |
0.43 |
25 |
3-4 |
105364 |
0 |
>99.99 |
0.32 |
50 |
3-4 |
158432 |
4 |
99.99 |
0.22 |
75 |
3-4 |
261636 |
0 |
>99.99 |
0.11 |
Flush |
4-6 |
1 |
0 |
n/a |
0.43 |
Initial |
4-6 |
116400 |
0 |
>99.99 |
0.43 |
25 |
4-6 |
88804 |
0 |
>99.99 |
0.32 |
50 |
4-6 |
129284 |
0 |
>99.99 |
0.22 |
75 |
4-6 |
244780 |
0 |
>99.99 |
0.11 |
Instrumentation: HIAC/Royco 8000A Counter, LD400 Sensor
Fluid: DI Water Contaminant: PTI Fine Test Dust
Gallons Treated 35.1
Table 4 |
Test Unit 1 |
Test Unit 2 |
Percent Flow Drop |
Influent Turbidity Level NTU |
Effluent Turbidity Level NTU |
Effluent Turbidity Level NTU |
Initial |
27 |
0.07 |
0.09 |
25 |
33 |
0.05 |
0.07 |
50 |
40 |
0.06 |
0.07 |
75 |
52 |
0.05 |
0.06 |
Fluid: DI Water Contaminant: PTI Fine Test Dust
Initial Flow Rate: Unit 1=0.50, Unit 2=0.43
Final Flow Rate: Unit 1=0.13, Unit 2=0.11 gpm
Conclusion
The Doulton IP100UC undercounter drinking water treatment system containing an
Ultracarb
filter cartridge was found to be very effective at removing cyst and
turbidity from spiked challenge water. According to NSF International
Standard Number 53, Annex C, both units evaluated meet the current NSF
acceptance levels of at least 99.95 percent reduction for cysts and not
more than 1.0 NTU for the turbidity reduction.
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