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FINAL REPORT -Spectrum Labs Inc.
DOULTON UNDERCOUNTER DRINKING WATER SYSTEM WITH SINGLE ULTRACARB CERAMIC CANDLE
Lead Reduction
Report Number - 0561D-020194 - 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 HIP undercounter
drinking water treatment system containing an Ultracarb filter cartridge
(Ultracarb) for lead reduction.
Experimental Section
Selection of Analytes and Spiking levels
The Doulton HIP undercounter drinking water treatment system containing an Ultracarb
filter cartridge was evaluated for lead reduction in accordance with test
protocol contained in NSF International Standard Number 53, "Drinking
Water Treatment Units/Health Effects," Annex B, "Chemical Reduction Performance
Test Methods," Section V, "Method Plumbed In Units Without Reservoir,"
revised September 1993. Influent challenge waters for the lead reduction
evaluation were prepared with an influent target spike level of 0.15 mg/L
(150 ppb).
Two separate tests were conducted. One using the high pH and alkalinity challenge water,
and one using the low pH and alkalinity challenge water as outlined in
NSF Standard Number 53, Annex B under "Metal Reduction Test Waters." Influent
and effluent samples were analyzed for lead using EPA Method Number 239.2
which is a graphite furnace atomic absorption spectrophotometry method.
The corresponding Method Detection Limit (MDL), EPA Action Level, and
Target Spike Level for this analyte is provided in Table 1.
Analytes Selection for Contaminant Reduction Studies
Table 1 |
Analyte |
EPA Method |
Method Detection Limit (mg/L) |
EPA Action Level (mg/L) |
Target Spike Level (mg/L) |
Lead |
239.2 |
0.001 |
0.015 |
0.15 |
Experimental Design
The experimental and mechanical system design for the lead reduction evaluation was based
on test protocol contained in NSF Standard Number 53. A mechanical test
system plumbed entirely of Teflon was used for this set of experiments.
The use of Teflon provides a chemically inert system which eliminates
any corrosion or leaching of system components which may add unwanted
contaminants to the challenge test water.
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. Spiked challenge water was prepared in 525 gallon lots by
adding known volumes of lead nitrate to attain an influent target spike
level of 0.15 mg/L (150 ppb). Table 2 provides a summary of the system
operation and sampling sequence for the Doulton HIP undercounter drinking
water treatment system containing an Ultracarb filter cartridge. A total
of 720 gallons of spiked challenge water was passed through test units
during both the high and low pH and alkalinity lead reduction. An operating
cycle of 50 percent on, 50 percent off with a 15 minute cycle was used
during periods of system operation which did not exceed more than 16 hours
per day. The flow rate from each unit was measured at approximately 0.4
GPM using a constant inlet static pressure of 60 PSIG. Characteristics
for the influent challenge water are presented in Table 3. Deionized water
was used for the challenge water makeup in order to meet the test water
specifications contained in NSF Standard Number 53.
System Operation and Sampling Sequence for the Doulton HIP Undercounter Drinking Water Treatment System with Ultracarb
Table 2 |
Sample and Analyze |
Comments |
Percent of Capacity |
Volume Influent Gallons |
Influent |
Effluent |
Initial |
10 Unit Volumes |
X |
X |
Start System |
25 |
150 |
X |
X |
. |
50 |
300 |
X |
X |
. |
75 |
450 |
X |
X |
. |
100 |
600 |
X |
X |
. |
120 |
720 |
X
|
X |
End Test |
Note: Refer to NSF Standard 53, Annex B, pages B3 and B4 for specific test protocol details.
Influent Challenge Water Characteristics
Table 3 |
Parameter |
Low pH |
High pH |
Acidity |
11mg/L |
<10mg/L |
Alkalinity |
23mg/L |
210mg/L |
Hardness |
11mg/L |
120mg/L |
pH |
6.4 |
8.3 |
Polyphosphate |
<0.05mg/L |
<0.05mg/L |
TDS |
30mg/L |
272mg/L |
Temperature |
19C |
20C |
Turbidity |
0.2NTU |
0.4NTU |
Lead Reduction Results
The results of laboratory analysis the lead reduction evaluation are summarized in
Tables 4 through 7. The influent data depicts the reproducibility of the
spiking level and analytical methodology for this analyte. Effluent lead
levels below the NSF Maximum Effluent Concentration of 0.0 15 mg/l were
observed in all effluent samples collected from identical test units in
both the high and low pH and alkalinity lead reduction evaluations. Calculated
contaminant reduction percentages were greater than 95 percent which
exceeds the current NSF requirement of 90 percent minimum reduction
for lead contained in NSF Standard Number 53. The percent contaminant
reduction was calculated for each of the influent/effluent pairs and is
tabulated in Tables 4 through 7.
Table 4 |
Test Unit 1 |
Low pH and Alkalinity Lead Reduction Studies
|
Volume Influent Gallons |
Influent Sample Number |
Influent Lead Level mg/L |
Effluent Sample Number |
Effluent Lead Level mg/L |
Percent Reduction |
Flow Rate (gpm) |
Initial |
9312045364 |
0.15 |
9401001349 |
0.002 |
99 |
0.39 |
150 |
9312045591 |
0.16 |
9312045592 |
0.003 |
98 |
0.39 |
300 |
9312045949 |
0.16 |
9312045950 |
0.004 |
98 |
0.40 |
450 |
9312046328 |
0.13 |
9312046329 |
0.001 |
99 |
0.40 |
600 |
9312046443 |
0.12 |
9312046444 |
0.005 |
96 |
0.40 |
720 |
93120046812 |
0.14 |
9312046813 |
0.002 |
98 |
0.44 |
Table 5 |
Test Unit 2 |
Initial |
9312045364 |
0.15 |
9401001349 |
0.005 |
97 |
0.35 |
150 |
9312045591 |
0.16 |
9312045592 |
0.002 |
99 |
0.34 |
300 |
9312045949 |
0.16 |
9312045950 |
0.003 |
98 |
0.35 |
450 |
9312046328 |
0.13 |
9312046329 |
0.001 |
99 |
0.34 |
600 |
9312046443 |
0.12 |
9312046444 |
0.003 |
98 |
0.33 |
720 |
9312046812 |
0.14 |
9312046813 |
0.006 |
96 |
0.34 |
Table 6 |
Test Unit 1 |
High pH and Alkalinity Lead Reduction Studies
|
Volume Influent Gallons |
Influent Sample Number |
Influent Lead Level mg/L |
Effluent Sample Number |
Effluent Lead Level mg/L |
Percent Reduction |
Flow Rate (gpm) |
Initial |
9312043561 |
0.16 |
9312043559 |
0.002 |
99 |
0.50 |
150 |
9312044316 |
0.16 |
9312044317 |
0.003 |
98 |
0.39 |
300 |
9312044642 |
0.16 |
9312044643 |
0.004 |
98 |
0.47 |
450 |
9312044749 |
0.16 |
9312044750 |
0.005 |
97 |
0.47 |
600 |
9312044752 |
0.16 |
9312044753 |
0.005 |
97 |
0.34 |
720 |
9312045367 |
0.15 |
9312045368 |
0.004 |
97 |
0.34 |
Table 7 |
Test Unit 2 |
Initial |
9312043561 |
0.16 |
9312043560 |
0.003 |
98 |
0.55 |
150 |
9312044316 |
0.16 |
9312044318 |
0.004 |
98 |
0.53 |
300 |
9312044642 |
0.16 |
9312044644 |
0.006 |
96 |
0.42 |
450 |
9312044749 |
0.16 |
9312044751 |
0.004 |
98 |
0.42 |
600 |
9312044752 |
0.16 |
9312044754 |
0.005 |
97 |
0.38 |
720 |
9312045367 |
0.15 |
9312045369 |
0.004 |
97 |
0.38 |
Conclusions
The Doulton HIP undercounter drinking water treatment system containing an
Ultracarb filter cartridge was found to be very effective at removing
lead from the spiked challenge water. Calculated contaminant reduction
percentages were 96 percent or greater in both the high and low pH and
alkalinity lead reduction evaluations throughout the entire 720 gallon
test. Since the Doulton CIF undercounter drinking water treatment system
does not contain a flow monitoring device, this set of laboratory results
would establish a capacity rating of 600 gallons for lead reduction claims
based on the current requirements for compliance under NSF Standard Number
53 for units tested to 120 percent of capacity.
Live cysts test at University of Arizona US
Live cysts test at Water Research Council (WRc) UK
E.coli test
NSF standard 42 particulate US
NSF standard 42 chlorine US
NSF standard 53 turbidity US
Salmonella typhi, shigella dysenteriae and vibrio cholerae Inaba bacteria test UK
Pesticides and herbicides test UK
E.coli, heavy metals and THM's test Hong Kong
Serratia marcescens and escherichia coli bacteria test UK
*ANSI/NSF Standard 42, Drinking Water Treatment Units–Aesthetic Effects
**ANSI/NSF Standard 53, Drinking Water Treatment Units–Health Effects
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