Iron and Manganese in Private Water Systems
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Sources of Iron and Manganese
Iron and manganese are metals that occur frequently in private water
systems in Pennsylvania. In some parts of the state these metals exist
naturally in groundwater that originates from certain types of rock.
Natural sources of iron and manganese are more common in deeper wells
where the water has been in contact with rock for a longer time. In coal
mining regions of the state, these metals may also occur from both deep
and surface mining activities. Iron and manganese often occur together
in groundwater but manganese usually occurs in much lower concentrations
than iron.
Both iron and manganese are readily apparent in
drinking water supplies. Both impart a strong metallic taste to the
water and both cause staining. Water coming from wells and springs with
high iron and/or manganese may appear colorless initially but
orange-brown (iron) or black (manganese) stains or particles quickly
appear as the water is exposed to oxygen (see Water Testing).
Although
iron and manganese can occur in wells and springs throughout
Pennsylvania, they are most common in northern and western counties. A
survey by Penn State found excessive iron concentrations in 17% of the
private water supplies sampled in the state.
Drinking Water Standards
Iron and manganese are not health concerns in drinking water.
Instead, they both have secondary or recommended drinking water
standards because they cause aesthetic problems that make the water
undesirable to use in the home and a bitter metallic taste that can make
the water unpleasant to drink for both humans and farm animals. Iron
can also cause an orange or brown stain in sinks and in the laundry.
Manganese often results in a dense black stain or solid. For these
reasons, it is recommended that drinking water have no more than 0.3
mg/L (or 0.3 parts per million) of iron and less than 0.05 mg/L of
manganese. Remember that private water systems serving individual homes
are not subject to state or federal drinking water standards. Thus,
these standards only provide guidelines for the proper management
of these types of water supplies.
Water Testing
The presence of stains, particulates, and metallic taste often make
it obvious that iron and manganese are present in a water supply even
without water testing.
Still, it is a good idea to have your water
tested to determine the exact concentration of each of these metals. The
concentration will determine the most practical and economical water
treatment options to solve the problem.
In addition to the
concentration, it is also important to determine the form of the iron
and manganese. If water collected from the well or spring is initially
clear but then forms orange-brown or black solid particles over time,
the iron and manganese are dissolved in the water. This is known as the
“reduced” form of these metals. Dissolved or reduced iron and manganese
are most common in groundwater
with a pH less than 7.0.
Sometimes,
solid particles of iron and manganese will be apparent immediately in
water from the well or spring. In this case, the metals are already in
the oxidized form. This is more common in higher pH water supplies or
where oxygen is readily available to the water, such as a shallow
spring.
If you notice orange-brown or black stains with your
water or a metallic taste, you should arrange to have your water tested
for iron and/or manganese. Iron and manganese are common water
pollutants that can be tested by many commercial laboratories in
Pennsylvania. You can obtain a list of certified commercial water
testing laboratories from your local Cooperative Extension office. Ask
for Agricultural
and Biological Engineering fact sheet number F-105 entitled Where to Have Your Water Tested.
Removing Iron and Manganese from Water
Iron and manganese can be effectively removed from water using a
number of treatment processes depending on both the form and
concentration of the metals.
Since iron and manganese are aesthetic
problems that affect all potential uses of the water, they must be
removed from all water entering the home using
Point-of-Entry (POE) treatment devices.
When
multiple treatment processes are applicable to your problem, make sure
you shop around and compare treatment units and prices among several
reputable dealers that carry a variety of treatment devices. Be sure to
understand the maintenance requirements for each unit and get a written
warranty for any device you decide to purchase. Consult Fact Sheet F-131
“Home Water Treatment in Perspective” (available at your county
Cooperative Extension Office) for guidance on purchasing water treatment
equipment.
Water Softening (Ion Exchange)
Conventional water softeners are sometimes effective for removing
iron and small amounts of manganese. Water softeners are typically used
to remove calcium
and magnesium hardness in water by an exchange
process. The calcium and magnesium are removed from the water and sodium
is added in their place.
Iron and manganese removal is accomplished
in the same way by exchanging the iron and manganese for sodium. The
iron and manganese are then removed
from the softener resin bed through backwashing and regeneration.
Removal
efficiencies by softeners will vary depending on the iron
concentration, water hardness and pH. Softeners are generally only
recommended when the water pH is greater than 6.7, the water hardness is
between 3 and 20 grains per gallon (50- 350 mg/L) and the dissolved
iron concentration is less than 5 mg/L.
Oxidized forms of iron
and manganese will foul the softener resin. Thus, it is critical that
the raw water not come in contact with any oxidizing agents like air or
chlorine before entering the softener. Using the softener resin bed as a
mechanical filter for
oxidized iron and manganese is generally not
recommended. This could damage the resin bed and require much more
frequent backwashing. If oxidized iron and/or manganese are present in
the raw water, filtration should be used for removal.
Additional
information about softeners and their maintenance is available in fact
sheet F-141 Water Softening available from your county Cooperative
Extension office.
Polyphosphate Addition
Water containing dissolved iron concentrations less than 2 mg/L may
be treated using polyphosphate addition. Phosphate addition is generally
ineffective in treating manganese. The phosphate is fed into the water
using a chemical feed pump that often requires trial and error dose
adjustments. In this case, the iron is surrounded or “sequestered” by
the phosphate and is not actually removed from the water.
There
are some major drawbacks to this process. Although the sequestered iron
will not cause objectionable stains, it will still give the water a
metallic taste. In addition, if too much phosphate is added to the
water, it will give the water a slippery feeling and it may also cause
diarrhea. The polyphosphate may also be degraded in a water heater
resulting in release of sequestered iron.
Oxidizing Filters
Oxidizing filters both oxidize and filter iron and manganese in one
unit. The filter is usually comprised of manganese treated greensand
although other materials such as birm can also be used. In the case of a
manganese greensand filter, the filter media
is treated with
potassium permanganate to form a coating that oxidizes the dissolved
iron and manganese and then filters them out of the water. Because
these
units combine oxidation and filtration, they can be used to treat raw
water with dissolved and/or oxidized iron and manganese.
Manganese
greensand filters require significant maintenance including frequent
regeneration with a potassium permanganate solution as it is consumed
during oxidation of the dissolved metals. In addition, these units
require regular backwashing to remove the oxidized iron and manganese
particles. The potassium permanganate solution used for regeneration
is toxic and must be handled and stored carefully using specific safety measures.
When
properly maintained manganese greensand filters are extremely efficient
for moderate levels of both dissolved and oxidized iron and manganese.
They are generally recommended when the combined iron and manganese
concentration is in the range of 3 to 10 mg/L. Keep in mind that the
frequency of maintenance (backwashing and regeneration) will increase as
the metals concentration increases.
Birm filters are similar to
manganese greensand but they do not require regeneration because they
utilize oxygen present in the raw water to oxidize the metals. As a
result, the raw water must contain a certain amount of dissolved oxygen
and the pH
should be at least 6.8 for iron removal and 7.5 for
manganese removal. Even under ideal conditions, manganese removal
efficiency is highly variable with birm filters. Birm filters do require
backwashing to remove accumulated oxidized metal particles.
Oxidation Followed by Filtration
When combined levels of iron and manganese exceed 10 mg/L, the most
effective treatment involves oxidation followed by filtration. In this
process, a chemical is added to convert any dissolved iron and manganese
into the solid, oxidized forms that can then be easily filtered from
the water. Chlorine is most commonly used as the oxidant although
potassium permanganate and hydrogen peroxide can also
be used. A
small chemical feed pump is used to feed the chlorine (usually sodium
hypochlorite) solution into the water upstream from a mixing tank or
coil of plastic pipe. The mixing tank or pipe coil is necessary to
provide contact time for the iron and manganese precipitates to form. It
may be necessary to install an activated carbon filter to remove the
objectionable taste and odor from the residual chlorine. Chlorine is not
recommended as an oxidant for very high manganese levels because a very
high pH is necessary to completely oxidize the manganese.
Significant
system maintenance is required with these units. Solution tanks must be
routinely refilled and mechanical filters need to be backwashed to
remove accumulated iron and manganese particles. If a carbon filter is
also installed, the carbon would need to be replaced occasionally as it
becomes exhausted. The frequency of maintenance is primarily determined
by the concentration of the metals in the raw water and the amount of
water used.
Other Treatment Methods
The methods described above are the most common processes for removing iron and manganese but others like aeration, ozonation, and catalytic carbon may also be effective. While these units may successfully treat iron and/or manganese, their cost should be carefully compared with more traditional treatment methods and, as always, you should obtain a written guarantee of their effectiveness.
Aeration units may work by cascading, bubbling, or stripping the gas from the water. Aeration may be advantageous because it does not add chemicals to the water. Maintenance costs are low for aeration units but the initial purchase costs are often higher then other treatment options. Aeration units also require a filter for removal of the oxidized iron and manganese which must be backwashed. The water should also be disinfected to keep bacteria from colonizing the aerator.
Catalytic carbon adsorbs then oxidizes and filters dissolved iron in one unit. It is effective for concentrations of dissolved iron less then 1.0 mg/L. Maintenance requirements are less than oxidizing filters because no chemicals are added, but backwashing is still necessary. Catalytic carbon requires a minimum of 4.0 mg/L of dissolved oxygen in the source water. Some groundwater supplies may need pretreatment to increase the dissolved oxygen concentration.
In recent years, ozonation has received more attention as a method for treating numerous water quality problems. Like chlorine, ozone is a strong oxidant but it is a much more unstable gas that must be generated on-site using electricity. Once the ozone is produced, it is injected into the water where it oxides dissolved metals which must then be filtered. Ozone units are usually more expensive than other more conventional treatment options but they may be useful where multiple water quality problems must be treated (i.e. bacteria and metals).



