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Municipal Drinking Water Treatment with Potassium Permanganate |
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Potassium permanganate has a long history of successful application in municipal drinking water treatment, providing both primary and secondary benefits. It is widely used by facilities to help meet regulatory rules and public pressures to produce quality drinking water. |
Municipal Drinking Water Treatment for Arsenic Removal |
Potassium permanganate is
used to remove arsenic (As) in ground water treatment systems
that employ filtration. Permanganate oxidizes arsenic (As3+)
to As5+ that can adsorb to insoluable precipitates such as
hydros manganese hydroxides or ferric hydroxide. The precipitates
are then removed from the drinking water supply in the clarification
and filtration processes. Permanganate can also be used for
arsenic removal in surface water treatment plants that have
filtration.
Factors that affect removal efficiency include water chemistry, pH, temperature, contact time, and application point. Reaction times are rapid under
normal conditions of temperature and pH. However, temperatures <35°F, and pH values <5.5 require reaction times longer than two minutes. In most cases,
5 to 10 minutes of reaction time is sufficient.
It has been demonstrated that the presence or addition of
iron (Fe2+) will enhance the efficiency of As removal for
municipal drinking water treatment. A ratio of Fe to As of 20:1 is recommended. |
Application of Permanganate |
Precipitates (e.g. MnO2) are removed more easily in hard
water than soft water. Sufficient time (approximately 30 minutes)
is suggested for coagulation of the oxidation by-products.
The preferred location for feeding potassium permanganate
is the point that gives the longest contact time ahead of
coagulation, usually at the intake or well head of the drinking
water treatment plant. |
Chemistry |
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Dosage |
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1 part of soluble arsenic requires 1.26 parts of potassium permanganate. |
Treatment Facility Requirements |
Proper feed equipment specially
designed to handle potassium permanganate is recommended and
available from Carus. For proper removal of As with municipal drinking water treatment, the utility
must have water filtration or coagulation/filtration to remove
the arsenic containing precipitates formed during oxidation.
In addition, alkalinity and hardness > 50 mg/L are recommended
for proper coagulation of these precipitants. |
Benefits of Permanganate |
Potassium permanganate quickly oxidizes As3+ in most cases without pH adjustment.
The freshly precipitated arsenic and manganese floc will further adsorb metal ions and organic compounds while enhancing the effectiveness of the coagulation process.
Treatment with permanganate also:
- removes iron, manganese, hydrogen sulfide and other undesirable compounds,
- helps control tastes and odors of drinking
water, and
- acts as a substitute oxidant to chlorine in a disinfection by-product (DBP) control program.
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References |
Lauf, G. F., Waer, M. A., Arsenic Removal Using Potassium Permanganate, AWWA WQTC, 1993
Ficek, K. J., “The Potassium Permanganate/Greensand Process for Water Treatment” Water Quality Association Conference, 1994 |
Municipal Drinking Water Treatment for Taste and Odor Control |
| Permanganate is used in
municipal drinking water treatment systems to aid in the control of
off-flavor tastes and odors. Off-flavors are usually attributed
to the presence of blue-green algae in the water supply. The
oxidant has been found to be most effective in treating off-flavors
described as fishy, septic, grassy, and cucumber. In many
cases, permanganate will compliment activated carbon and other
water treatment processes resulting in a cost-effective taste
and odor control program. |
Application of Permanganate |
To determine the Permanganate Value PVt. (where t is time), laboratory tests simulating plant conditions of time, the sequence of addition of other treatment chemicals, etc., are conducted. The procedure is described in Carus Form # 3353. This is the raw water permanganate demand in a given period of time. This value is used to calculate the feed rates needed.
Permanganate is usually fed at the intake to take advantage of the time available in the raw water transmission line and to insure that all of the oxidant is used up prior to the addition of other treatment chemicals such as alum, chlorine, activated carbon, or iron salts. Control can be visual or can be monitored using residual permanganate analytical methods given in Standard Method 4500-KMnO4. |
Chemistry |
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Taste and Odor Compounds + MnO4 —-—> MnO2 + Odorless By-products |
Dosage |
Normal dosages to control tastes and odors will range between 0.5 and 2.5 mg/L KMnO4 depending on the degree of raw water contamination. The average dosage is ~1.0 mg/L KMnO4 . |
Treatment Facility Requirements |
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Proper feed equipment specially designed to handle permanganate
is recommended and available from Carus. The product must
be put into solution before being introduced into the drinking
water treatment system. Operators should be trained to monitor
permanganate residuals and to exercise proper safety precautions
when handling the oxidant. |
Benefits of Permanganate |
Cost-effective taste and
odor control programs include municipal drinking water treatment with
permanganate to complement activated carbon and other control
methods. In many cases, the volume of carbon is substantially
reduced as a result of permanganate pre-treatment. Permanganate
does not form trihalomethanes, and aids in the coagulation
process. |
References |
Lauf, G. F., Waer, M. A., Arsenic Removal Using Potassium Permanganate, AWWA WQTC, 1993
Ficek, K. J., “The Potassium Permanganate/Greensand Process for Water Treatment” Water Quality Association Conference, 1994 |
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