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Domestic
Water Treatment for Homeowners
on-line version
of American Ground Water Trust's
Consumer Awareness Information Pamphlet #3
-
Purpose
of PAMPHLET
-
WATER
QUALITY PROBLEMS
Physical
Biological
Chemical
-
COMMON
DOMESTIC WATER TREATMENT METHODS
-
WHERE
TO GO FOR HELP
-
COMMON
MEASUREMENT CONVERSION FACTORS
-
TRUST PUBLICATIONS
The American Ground Water Trust has prepared this consumer
information pamphlet to help people make good economic and
environmental decisions about water treatment. There are many
water supply specialists who provide water supply products
and services; this pamphlet will assist you to obtain the
professional help you need.
Introduction
The contents of this pamphlet for consumers will:
- Provide a basic understanding of water quality problems
and solutions;
- Inform well owners about the need to maintain water system
equipment;
- Encourage homeowners to purchase equipment and services
from reputable companies with properly qualified and experienced
personnel;
- Empower consumers with information to deal with water
conditioning sales approaches that may be misleading or
inaccurate;
- Demonstrate that there is NOT a one size fits all for
water conditioning needs and that many wells provide water
that does not need any conditioning;
- Help homeowners discern between health related water quality
and aesthetic water quality;
- Provide information on what to do and where to go for
help or more information.
Not all ground water requires treatment before consumption,
but when it does, the design of a complete, effective, and
safe home water system is not for amateurs. The American Ground
Water Trust hears all too often about inappropriate, or oversized
conditioning systems purchased and installed by do-it-yourself
homeowners or sold by door-to-door salespeople who may use
scare tactics, or who frequently don't know the first thing
about basic water chemistry or microbiology. Correct selection
of water conditioning equipment may require an understanding
of microbiological and hydrochemical processes. Let the buyer
beware!!
The pamphlet starts with some basic information about ground
water and wells. Succeeding sections include descriptions
of the common causes of poor water quality and frequently
used domestic water treatment methods.
What
is Ground Water?
With the increasing movement of people into suburban and
rural areas, more homes are relying on water wells. Today's
drilled wells, built to strict code specifications, produce
safe water for millions of Americans. About 110 million people
in the US are served by municipal water from wells and another
40 million people use ground water in homes with private wells.
Water wells are "engineered holes in the ground"
that are constructed to access water that fills the cracks
and pores of rocks in the earth's upper crust. This water
in geologic formations is called ground water. It soaks through
layers of earth and rock from rainfall and snowmelt. Zones
of rock saturated with water are called aquifers if they can
supply water to wells or springs. Aquifers can occur in solid
rocks that may be cracked and fractured and in buried layers
of sand and gravel. Some aquifers are huge and extend over
hundreds of square miles; others are very localized and may
only be adequate for supplying a few hundred gallons a day.
In the United States the quantity of water in underground
storage is 20 to 30 times greater than the amount in all the
lakes, streams, and rivers combined (including the Great Lakes).
However, we cannot take our ground water resources for granted.
Once pumped from the ground, it takes longer to replenish
a ground water supply source than a surface water source.
Recharge is relatively slow because the replacement (recharge)
water from rain or snow melt generally must filter down (infiltrate)
slowly through the soil and rock to the ground water table.
It is also difficult and expensive to cleanup contaminated
ground water.
What
Influences the Quality of Ground Water?
"Pure" water does not exist. All natural water
contains some dissolved gases and minerals. Ground water quality
is influenced by the chemical make-up of the geologic formations
in which it occurs, and the length of time that it has been
underground.
Overall, ground water is cleaner and purer than surface water.
Most ground water moves very slowly and its long travel time
in a dark cool environment means that it has few, if any,
of the millions of microorganisms that are virtually always
found in lakes or rivers. Ground water is usually free of
sediment and constant in temperature. In addition, ground
water is naturally protected underground and less likely to
become polluted than surface water. However, ground water
may be more mineralized than surface water because its slow
movement gives time for it to dissolve minerals from the rocks
it touches, allowing it to pick up various rock-related chemical
constituents.
These constituents may include trace levels of iron, manganese,
calcium, magnesium, sodium, bicarbonate, silica, sulfate,
chloride, nitrate, and fluoride. Small amounts of these elements
and compounds do not usually cause health problems in drinking
water. In some cases, however, the levels may be high enough
to affect the aesthetics of the water (e.g., staining, hardness)
and must be reduced.
Some dissolved constituents can be removed or reduced with
treatment equipment. Home water treatment is often a simple
cost-effective solution to water quality problems, particularly
in rural and suburban areas. Moreover, many persons using
municipal water supplies supplement the municipal treatment
with home water treatment units. In order to obtain good results
most water treatment units require attention and maintenance.
An improperly maintained treatment unit may be ineffective
and may cause additional water quality problems.
Homeowners with wells have primary responsibility for the
quality, and quantity of their water supply. It is recommended
that the drinking water supply be checked with an inexpensive
laboratory test each year. Water quality problems can usually
be remedied with appropriate water treatment equipment. About
30 percent of the homes in the United States have some kind
of water conditioning equipment to meet personal or recommended
water quality standards.
WATER
QUALITY PROBLEMS
Three general categories, physical, biological and chemical
can describe water quality. The effects on water quality in
each category are described below.
Physical
Taste, odor, turbidity, and color are the principal physical
properties of water that are noticed by the user. Objections
are usually made for aesthetic reasons. However, these characteristics
may also indicate possible health hazards or the potential
for reduced operating efficiency of well equipment; and therefore
should not be ignored.
Problem:
Taste and Odor
Taste and odor can affect the quality of water by tainting
certain foods and vegetables and by reducing the palatability
of foods cooked in water. The main sources of odor- and taste-bearing
substances are harmless organic materials like iron bacteria,
and certain inorganic chemical constituents such as hydrogen
suffide.
Hydrogen suffide is the primary cause for the "rotten
egg" taste and odor in water. In high concentrations
it is a flammable, poisonous gas that is highly soluble in
water. It is also toxic if inhaled in large amounts. For these
reasons, make sure well pits and well houses are properly
ventilated. Hydrogen sulfide may be derived from the action
of sulfate-reducing bacteria, or by the decomposition of organic
matter, sewage, and certain industrial wastes. In addition
to its unpleasant odor, hydrogen sulfide is corrosive and
causes black stains on silverware and fixtures.
Acidic (low pH) water can leach copper out of pipes causing
a metallic taste, especially when the water is not flushed
from the pipes frequently. An odor problem may occur with
the presence of iron bacteria, which may cause a musty or
swampy smell in the water.
Most taste and odor problems are solved by eliminating the
substances that cause the problem. Treatment techniques include
activated carbon filtration and/or oxidation using chlorination,
potassium permanganate, ozonation or aeration.
Problem:
Turbidity and Color
Turbidity is a visual haziness in water caused by the presence
of insoluble suspended particles. Generally, turbidity is
more common in surface water than ground water because ground
water moves too slowly to carry particles of sediment. Turbidity
is undesirable for health as well as for aesthetic reasons
because turbidity can interfere with disinfectants and can
"piggy back" microorganisms.
Discolored water may contain substances such as organic compounds
derived chiefly from the decay of plant and animal matter.
Certain metallic ions, such as iron and manganese, sometimes
color water yellow, brown or red after contact with air, heat
or after disinfection with bleach. Highly discolored water
is objectionable because it may stain household fixtures and
clothing as well as reduce the water's visual aesthetic appeal.
Treatments for turbidity and color usually involve settling
or filtration.
Biological
All natural waters, regardless of source, are likely to contain
some microorganisms. Microorganisms are too small to be seen
without a microscope, and include viruses, bacteria and protozoa.
Some types of bacteria cause disease and some impart taste,
odor, or turbidity to water. Most types of bacteria are not
pathogenic (disease- causing).
Ground water usually has fewer microorganisms than surface
water. Bacteria and viruses (ultra-small microorganisms) either
die-out, or are removed from water as it infiltrates down
through soil and rock, primarily through filtration and adsorption.
The number of bacteria may be reduced through competition
for nutrients or predation among themselves. In very fine
sediments, mechanical filtration may occur as the space between
the soil and rock particles acts as a sieve to screen microorganisms
out of the infiltrating water.
Adsorption is the adhesion of a substance to the surface
of another material because they have opposite electrical
charges (like magnets). Soil particles, bacteria and viruses
have very slight electrical surface charges based on chemical
composition. As the bacteria and viruses pass through the
soil zone, they are attracted to negatively charged soil particles
and held in-place.
The ability for soil and sediments to filter and adsorb bacteria
and viruses depends on the length of contact time between
the water and the soil. Longer contact time increases the
effectiveness of the soil at removing the microorganisms.
Contact times may be increased by reducing the rate of water
flow through the soil layer and/or by reducing the concentration
of bacteria or viruses within the infiltrating water that
the soil must treat. Maximum effectiveness occurs when there
is a slow rate of infiliration and thick (deep) soils.
Domestic waste water, feedlots, surface runoff, and other
pollution sources may sometimes contaminate ground water.
In these situations, ground water is impacted when the soil
zone receives more of the nutrient compounds than it can use
(short contact times). The excess may be carried down to the
ground water or washed into nearby ponds or streams. Ground
water from deep, drilled wells does not need disinfection
if tests prove that it is free from microorganisms; however,
shallow or dug wells usually require periodic or ongoing disinfection.
Problem:
Pathogenic Organisms
Pathogenic (disease-causing) organisms occurring in water
range from ultra-small viruses to microscopic bacteria to
relatively large protozoa. Bacteriologic and protozoan pathogens
are known to cause typhoid, dysentery, cholera, and some types
of gastroenteritis. Viruses can cause human maladies including
polio, infectious hepatitis, and some forms of gastroenteritis.
Biological contaminants are most effectively eliminated by
disinfëcting water through oxidation (e.g., chlorine disinfection
or ozonation), filtration, or ultraviolet irradiation. For
each method the equipment must be specifically designed for
the intended use and properly maintained. Regular bacterial
analysis of the treated water is needed to ensure that adequate
treatment occurs. Filtration is more effective in controlling
bacteriological impacts when used in conjunction with oxidation
or irradiation treatment.
A chemical disinfectant should be effective on many types
of pathogens regardless of their quantity and it should be
able to kill all pathogens within a reasonable contact time.
The chemical should also be safe and easy to handle and it
should not make the water toxic or unpalatable. In addition,
the concentration of disinfectant in the water should be easy
to monitor and the disinfection should provide residual protection
against possible recontamination.
Disinfectant-dispersing equipment should be automatic, require
minimal maintenance, and treat all water entering the home.
It should also be fail-safe so that no one can unknowingly
use or consume contaminated water.
Additional information on disinfecting wells for bacteria
may be found in the American Ground Water Trust Consumer Awareness
Information Pamphlet #10, "Bacteria and Water Wells."
Chemical
Dissolved substances in ground water may include ions of
iron, manganese, calcium, magnesium, sodium, bicarbonate,
silica, sulfate, chloride, nitrate, and fluoride. Other dissolved
mineral substances are possible depending on local conditions.
Those that cause the most common problems in domestic supply
water will be discussed here.
Since the beginning of time two important natural processes
(weathering and soil leaching) have contributed chemicals
to water. Decaying vegetation also adds various constituents
and produces mild natural acids that support the soil leaching
process.
Man-made causes for dissolved constituents in ground water
include all forms of pollution. Disposal of industrial wastes
into ground and surface water sources is a contributor to
the occurrence of chemicals in water. Chemical fertilizers,
petroleum products ("waste oil," gasoline, etc.),
pesticides, and synthetic detergents also contaminate some
water supplies, as do buried wastes.
Because of the health risks of some chemical substances found
in water, the U.S. Environmental Protection Agency (EPA) established
drinking water regulations that set limits on the concentration
of some substances in public drinking water supplies. These
limits are helpful in assessing the quality of individual
home water supplies.
Problem:
Hardness and Alkalinity
Hardness, which is very common in water supplies, is caused
by calcium and magnesium in water. Hardness at a moderate
level (3 to 7 grains per gallon [gpg] or 50 to 120 milligrams
per liter [mg/L]) may be beneficial because water becomes
acidic at low hardness levels, which may cause plumbing corrosion
or leaching of lead from soldered plumbing joints into the
drinking water. Hard water is disadvantageous because soap
does not clean efficiently and may leave an insoluble curd
on bathtubs, sinks, clothing, and skin. Hard water also deposits
a scale inside pipes, boilers, and hot water tanks, reducing
their capacity and heat-transfer properties. The condition
is commonly treated with water softeners.
Alkalinity is similar to hardness, and is a measurement of
your water's overall buffering capacity against extreme pH
changes. Its concentration is usually similar to the hardness
concentration when calcium carbonate is the main contributing
factor to the value. However, if alkalinity is significantly
higher than the hardness concentration then the reason may
be high sodium in the water. If alkalinity is much lower than
the hardness value then the water may be high in chloride,
nitrates or sulfates.
Problem:
Iron
Iron compounds, common in rocks and soil, are easily dissolved
in water, particularly acidic water. The earth's crust is
a major source of iron; consequently, iron exists in many
ground water supplies. Water may also contain iron from corroding
metal in pipes, pumps, and fixtures.
Small amounts of dissolved iron in drinking water present
no concerns, but high levels of iron can cause rusty stains
to form on laundry and appliances. Potatoes boiled in iron-rich
water turn black, and iron combines with the tannins in tea
and coffee to form a black, inky appearance and unpalatable
metallic taste. For these reasons, the EPA recommends limiting
iron concentrations in drinking water to 0.3 mg/L limit. This
value is an EPA Secondary Maximum Contaminant Level [SMCL]
guideline (i.e., not legally enforceable by the EPA).
When exposed to air, ferrous iron (dissolved state) oxidizes
to ferric iron (precipitated state), which can form an insoluble
stain-causing rust. Excess ferric iron creates havoc in plumbing
systems, water softeners, and other water-related devices.
Iron bacteria create additional problems. Some iron bacteria
utilize dissolved iron during respiration. This may cause
a rusty color in water supplies or create a slime that clogs
valves, plumbing fixtures, and water-using appliances. The
removal of iron can be one of the more difficult tasks in
water conditioning. Water softeners can remove iron in its
soluble ferrous state if no bacteria are present. Some high-end
water softener systems can remove ferrous iron at concentrations
up to 25 mg/L. Each manufacturer places a limit on the softener's
ability to remove iron. Two common iron treatment methods
are catalytic oxidizing filters or oxidation-filtration systems.
If iron bacteria are present then chlorination or ozonation
may also be required.
Problem:
Manganese
Iron and manganese are often reported together because they
share similar traits and treatment techniques. Manganese has
fewer sources in the earth's crust than iron, but it is present
in many natural waters. Manganese-bearing minerals are common
in rocks and soils, and may also occur in large concentrations
in organic material because it is a plant nutrient. In uncontaminated
waters it is usually present at 0.02 mg/L or less; larger
amounts of manganese are usually found in acidic waters. Generally,
ground water contains more iron than manganese.
Manganese concentrations more than 0.5 mg/L may impart a
bitter metallic taste to foods and water and may precipitate
to form noxious deposits on foods during cooking and black
stains on plumbing fixtures and laundry. As little as 0.1
mg/L of either iron or manganese can stimulate the growth
of certain bacteria in tanks, filters, and water distribution
pipes. The EPA recommended maximum concentration [SMCL] of
manganese in drinking water is 0.05 mg/L, based on aesthetic
concerns.
As with iron, manganese may be removed by a water softener
if measures are taken to prevent resin fouling. Each manufacturer
places a limit on the softener's ability to remove manganese
and the water chemistry conditions for most effective operation.
When the manganese level exceeds 2.0 mg/L, oxidizing filters
or oxidation-filtration techniques may be required but may
involve pH adjustment of the water.
Problem:
Chloride
Although chloride is only a minor constituent in the earth's
crust, it is a major dissolved substance in some waters. High
chloride concentrations in water are more common in arid and
coastal regions than in humid areas. Chloride in ground water
may originate in evaporite rock deposits or from seawater
trapped in sediments during their deposition. Other sources
of chloride also include solution of dry atmospheric fallout,
municipal sewage and industrial wastes, and road salt.
Chloride in excess of 250 mg/L (i.e., the EPA SMCL) may impart
a salty taste (Note: seawater has about 19,000 mg/L chloride).
In some situations, chloride may accelerate corrosion of pipes,
boilers, and fixtures.
The best removal techniques for excess chloride are deionization
and reverse osmosis. Most equipment designed for chloride
removal also reduces sulfate, alkalinity, and total dissolved
solids.
Problem:
Nitrates
The common sources of nitrate in ground water are farming
and lawn fertilizers or the decomposition of septic waste.
The presence of nitrates may be especially harmful to those
with potential respiratory impairments including the elderly
or young children (less than 6 to 12 months old). Nitrates
may be transformed into nitrites by bacteria in the digestive
tract. Nitrites may then be absorbed into the blood stream.
In infant digestive systems, there is insufficient hydrochloric
acid to kill nitrite-producing bacteria. Nitrites in the blood
stream inhibit the transport of oxygen in the blood stream,
which can cause shortness of breath, heart attacks or asphyxiation.
Because the condition can create a bluish skin color, it is
called "blue baby syndrome" (technically: methemoglobinemia).
High nitrate levels are commonly treated with ion- exchange
or reverse osmosis systems. The EPA enforceable Primary Maximum
Contaminant Level (MCL) for nitrates in public water supplies
is 10 mg/L. Boiling water increases the nitrate concentration.
Problem:
Acidic Water and Lead
The acid-alkaline character (or pH) of ground water varies
by location. Water may be either "acidic" (like
vinegar) or "alkaline" (like ammonia). pH values
range from 0 to 14. Ground water pH values commonly range
between 6.5 and 8.5 (i.e., EPA SMCL). A pH of 7 is neutral.
Values higher than 7 are considered alkaline or basic. Values
less than 7 are indicative of acidic water. Acidic water is
often corrosive, especially if combined with low hardness
and low alkalinity. Corrosive water may leach metals (copper,
lead, etc.) from water pipes into drinking water, creating
a metallic taste. Alkaline water with pH values greater than
8.5 tends to have a bitter or salty taste. The alkalinity
level (which is a separate measurement) indicates your water's
buffering capacity against extreme pH changes.
Most water treatment systems work more effectively when the
pH is near neutral. For this reason, it may be necessary to
neutralize the water (correct the pH) before treating it for
other problems.
Problem:
Industrial Chemicals
This is a general term for a broad range of hazardous or
regulated substances and waste products that are not naturally
occurring. They may end up in the ground water supply if they
are improperly handled. A few examples of these types of materials
include organic compounds (e.g., benzene, MTBE), heavy metals
(e.g., cadmium, chromium, lead, mercury, etc.), pesticides
and herbicides, polychlorinated biphenyls (PCBs), petroleum
hydrocarbon fuels, and polycyclic aromatic hydrocarbons (PAHs).
The treatment of these and similar types of chemical pollution
should be considered on a case-by-case, site-specific basis
so that the most appropriate solution is implemented. It is
important to determine the source of these contaminants before
a solution is chosen. Treatment methods may include activated
carbon filtration, aeration, ion-exchange, neutralization
and others, including combinations of these methods.
Problem:
Fluoride
In some areas, high fluoride concentrations in groundwater
occur naturally. Currently, there is scientific debate regarding
the health benefits derived from fluoride in water and the
optimum concentration to create the benefits. The EPA SMCL
is 4 ppm, but the homeowner should consult a physician and/or
dentist to determine what level of fluoride in water would
be best. The level is likely to be lower than 4 ppm.
Water treatment to remove fluoride is generally accomplished
through specialized and expensive ion-exchange processes that
are not discussed in this general pamphlet. Reverse osmosis
also is an alternative treatment.
Problem:
Radon
Radon is a colorless, odorless and tasteless radioactive
gas. It is formed during the decay of naturally occurring
minerals containing radioactive elements such as uranium.
Radon gas may enter a home through two primary pathways that
include 1) cracks in the foundation and 2) release from the
water supply used inside the home.
There is uncertainty among scientists about the health risks
related to dissolved radon in drinking water. Currently, the
EPA advisory action level (guideline) for radon gas in air
is four (4) picoCuries per liter (pCi/L). In 1991, the EPA
proposed a MCL of 300 pCi/L for dissolved radon in public
water supplies, but this value is under reconsideration by
the EPA. A water user can contact local or state health or
environmental quality authorities for updates on the permissible
levels of radon in air or water.
Radon in water is commonly treated through aeration. Activated
carbon filter treatment is not recommended because of the
potential build up of radioactivity in the filter as the radon
is removed from the water.
COMMON
DOMESTIC WATER TREATMENT METHODS
The following paragraphs briefly describe the treatment methods
commonly used by homeowners to improve water quality. The
treatment methods are divided under six categories including
filtration, oxidation, ion exchange. ultraviolet irradiation,
aeration and pH neutralization.
Filtration
Methods
Filtration simply stated, removes suspended matter
from water by mechanical "screening" (Sometimes
the word "filtration" is used [incorrectly] to refer
to all types of water treatment). Basic filters usually are
porous beds of insoluble material. Other examples include
cast forms, plates of sheet material, synthetic membranes,
finely perforated plastic or specially sized beds of inert
particles. Suspended silt, clay, colloids, and some microorganisms
are removed by the filtration process. Simple cartridge filters
may be effective for low levels of turbidity.
The ability of a filter to efficiently screen Out particles
depends on the size of the filter area, the quality of the
water to be filtered, the required flow rate of the water,
the design capacity of the filter, and its porosity. Filters
are generally used for particles less than 0.0029 inches (0.07
millimeters) in diameter.
Filtration, by itself, is inadequate to remove biological
contaminants from water. Fine filtration can be a very effective
means of particulate removal. It strains out large organisms
like protozoan cysts and worm eggs, but should be followed
with a chemical disinfection method because some bacterial
and viral pathogens may pass through.
Separators are generally used to remove sand or silt
from well water. Separators vary in design, but all are in
the form of a hydrocyclone. Water is fed at a high velocity
into a cylindrical or conical separation chamber, exerting
extremely high centrifugal forces on the particles in the
water. These particles are forced to the outer walls of the
separation chamber and move downward in a spiral path along
the wall to the collection chamber. Meanwhile, the clarified
water (now free of the particles) moves into the center of
the separation chamber and discharges at the top of the chamber.
For domestic use, the in-line separator is most common. It
can remove up to 98 percent of all suspended solids as small
as 0.0029 inch diameters (0.07 millimeters) in water.
Cartridge filters are available in two common types:
pleated (sheet-like) fiber or solid (fill or particle-type).
Common filter size ratings are 50, 20, 10, 5 and 1 microns
(u). The solid types generally will provide more filtering
capacity than pleated varieties for a given cartridge volume
and filter size.
Activated Carbon Filtration systems involve the adsorption
(adhesion) of one material on the surface of a second solid
substance based on opposing electrical charges of each material.
These systems are widely used to eliminate certain hazardous
compounds related to industrial wastes, chemicals and pesticides.
This treatment method can also remove unpleasant tastes and
odors caused by decaying organic matter, dissolved gases,
and residual chlorine. Activated carbon is placed on a filter
medium or installed in treatment tanks and adsorbs the taste
and odor impurities in water, leaving the water taste- and
odor-free. When required to eliminate hazardous compounds
(See section "Problem: Industrial Chemicals") the
system should be designed by a professional competent to assess
the effectiveness of the treatment with regard to the specific
hazardous compounds detected in the water. Specific system
maintenance plans may be necessary to ensure on-going effective
removal of the compounds of concern.
Activated Carbon or Charcoal Filter
(Cartridge Type)

Adsorption filtration does not treat microorganisms and should
also include a method of chemical disinfection. It is recommended
that water be chlorinated before passing through an activated
carbon filter. The purpose of the chlorination is to assist
in the removal of substances causing taste and odor, and more
important, to prevent bacteriological growth on the filter.
Reverse Osmosis methods employ a unit divided into
two chambers by a semi-permeable membrane. One of the chambers
contains "raw" water with undesirable constituent(s)
(e.g., salt). Reverse osmosis involves the application of
pressure to the side of the chamber containing the "raw"
water. This forces the water to leave the contaminated chamber
and flow through the treatment membrane into the "treated"
water chamber, leaving the unwanted minerals behind, which
are then rinsed to the drain. The membrane filters the water
on a molecular scale. Reverse osmosis provides partially demineralized
water.

The process is effective for removing many substances, including
sulfate and chloride, and it generally leaves the water 90
percent free of mineral and biological foulants. However,
pre-filtration or other treatment may be needed for the system
to work properly. The removed-substances are disposed of in
approximately 1 to 3 gallons of water which are wasted for
every 1 gallon that is produced.
Backwashing media beds are used in larger filter tank
systems. The tank is filled with an inert (non-reactive),
relatively dense material such as sand or ceramic granules.
As the untreated water passes through the bed unwanted particles
are trapped in the bed. The bed is periodically backwashed
to flush the unwanted particles out to regenerate filter space
in the bed. In ion-exchange systems, the backwashing process
may also regenerate chemicals in the bed that have been used
in the treatment process.
Oxidation
Methods
Chlorination is used primarily for disinfection. It
is probably the most popular oxidizing technique that changes
taste- and odor-causing substances into innocuous forms. Because
chlorine controls the growth of algae and microorganisms,
it is able to reduce the quantity of the taste and odor-causing
organisms in a water system. Chlorine also has a residual
germicidal action that provides continuing antibacterial protection.
Chlorine is available for domestic water treatment use in
solid and liquid forms. Liquid sodium hypochlorite is commonly
sold in grocery stores as household bleach. Calcium hypochlorite
is the solid form of chlorine and can be obtained as a soluble
powder or tablet.
Chlorination equipment is available in three types of units:
- Positive displacement feeders, the most common type, are
electrically powered and operate by using a piston or diaphragm
pump to inject the chlorine solution.
- Eductor-type chlorinators use the natural vacuum created
by the flow of water in a pipe to draw the chlorine solution
from the disinfectant reservoir.
- Tablet or granule-type feeders allow solid disinfectants
to contact the flowing water to be treated. As the disinfectant
dissolves, more tablets are added to the dissolving chamber
by gravity.

Because of the variability of the chlorine demand for domestic
water systems, chlorine dosages are usually larger than required;
thus, the treated water usually has a noticeable chlorine
taste and odor. To eliminate the chlorine taste and odor,
an activated carbon filter can be placed after the chlorination
system to remove excess chlorine.
Chlorine is the most widely used method in the United States
for disinfecting municipal and individual water supplies.
It destroys many biological organisms and it meets most of
the criteria described earlier in this pamphlet under "Problem:
Pathogenic Organisms."
Nevertheless, chlorine has some drawbacks. Chlorinated organics
(i.e., certain trihalomethanes) are produced when organic
chemicals combine with chlorine in water. Some of these chlorinated
organic chemicals are suspected of being carcinogenic. However,
these substances occur more often in surface water than in
ground water supplies because surface waters have higher concentrations
of organic materials. Chlorine's effectiveness can be hampered
by turbidity in water. Chlorine will probably continue to
be the dominant disinfection method. Homeowners who select
a different procedure should first check with state and local
health officials to see if such treatment conflicts with any
regulations.
Iodine is chemically more stable than chlorine, but more
expensive. Iodine disinfection units are not common. They
have been used in lunar modules to protect the drinking water
of astronauts and for disinfection in remote areas and emergency
situations.
Iodination equipment, as with chlorination equipment is installed
between the pump and holding or pressure tank and a continuous
flow of concentrated iodine is fed into the mainstream of
water. This equipment is simple to operate and requires little
maintenance. It may, however, impart a slight taste to the
water.
Potassium Permanganate is an oxidizing agent that
destroys tastes and odors resulting from dissolved hydrogen
sulfide gas. Dissolved metallic ions (iron, etc.) which cause
taste problems may also be oxidized. Since chlorine and potassium
permanganate oxidize soluble metallic ions into insoluble
oxides, some filtration method should follow this treatment
to remove chemical precipitates.
Ozonation uses ozone as an oxidizing agent. Ozone
is an unstable form of oxygen having three atoms per molecule
rather than the two atoms typical of atmospheric oxygen. As
such, ozone is more reactive than oxygen and is therefore
a powerful oxidizing agent.
The ozonation system involves passing dry, clean air through
a special form of high- voltage electric discharge. The mixture
of air leaving the ozone generator may contain about 1 percent
ozone, which is passed through the water to be treated.
In the ozone process, gases and volatile chemicals in water
may be stripped by aeration, a process that mixes air and
water. Ozonation can strip water of iron, manganese, and sulfur
by oxidizing them into insoluble compounds that can be removed
by filtration. Ozone can also destroy odor- and taste-producing
bacteria. Organic constituents may be oxidized. While this
process is used widely in Europe and in industrial applications,
it is not commonly used in U.S. residential applications.
This method has a greater germicidal effect against bacteria
and viruses than does chlorine. Also, ozonation adds no chemicals
to water because it purifies naturally with a form of oxygen.
While ozonation does produce residual germicidal power, it
is not easily measured. .Ozonation equipment and operating
costs are higher than other treatment procedures.
Catalytic Oxidizing Filters can be used when the type
or amount of iron exceeds the treatment limits of a water
softener. The catalytic oxidizing filter employs a medium
that has been impregnated with various oxides of manganese.
As ferrous iron-bearing water passes through this filter,
the medium oxidizes the iron in the water to form insoluble
ferric iron. The resulting rust particles are then trapped
in the filter bed. As the rust accumulates, the filter must
be cleaned.
This procedure usually removes 75 to 90 percent of the iron,
but is only effective at pH 6.8 or above. A water softener
should be installed following the filter to remove the remaining
iron and any hardness that may be present. Substantial quantities
or different forms of iron and iron bacteria can be removed
by a water softener or for more severe conditions, by a catalytic
oxidizing filter (oxidation followed by filtration).
Oxidation-Filtration may be necessary for adequate
water treatment when the iron level in water exceeds 25 mg/L
or when high amounts of iron bacteria are present. This process
usually involves preoxidizing the iron and removing the precipitated
particles with a filter.
Preoxidation is usually accomplished by injecting air or
chlorine into the inlet supply line ahead of the pressure
or storage tank (Potassium permanganate can also be used as
a preoxidation method). The iron oxidizes and precipitates
in the tank and is removed by a filter. An activated carbon
filter is often used because it removes the excess chlorine,
as well as the iron particles, leaving the water odorless
and tasteless. Contact time, filter sizes and backwash rates
are all critical variables for effective treatment.
Oxidation-filtration is widely used to control iron bacteria.
When these bacteria are first detected, shock chlorination
(an injection of chlorine about 10 times larger than the dose
used in regular chlorination) is recommended prior to the
installation of water conditioning equipment. When extremely
high iron levels are present, some equipment may need to be
doubled (i.e., repeated in the treatment sequence to increase
contact time or treatment time) for thorough treatment.
Ion-exchange
Water Softening is based on the ion-exchange process
and employs a tank containing a bed of insoluble material.
This material (a resin) has a negative charge with positively
charged sodium ions attached to it. With most water supplies,
the resin has a stronger affinity for calcium and magnesium
ions than for sodium ions. Thus, when water containing calcium
and magnesium passes through the resin, the hardness ions
are attracted to the resin and the sodium ions are released
in an equivalent quantity to the water supply. In essence,
the water softener trades sodium ions for calcium and magnesium
ions; hence the term ion-exchange. The total ionic content
of the water does not change.
Ion Exchange/Water Softener Mineral Tank

When all sodium ions are displaced, the resin becomes exhausted
and must be regenerated by passing a strong sodium chloride
solution (brine) through the resin during a backwash process.
Sodium ions are placed on the resin while hardness ions are
washed to the drain with the spent brine. This reversal of
the sodium/hardness preference is caused by the strength of
the regenerative brine.
Persons on low-salt or low-sodium diets should consult a
physician before regularly drinking softened water. In normal
situations, the added salt from drinking softened water is
a small fraction of salt that is consumed from foods.
Although a water softener has some filtering ability, water
with heavy turbidity or particulate matter should be filtered
prior to softening. A water softener can remove limited quantities
of certain forms of iron, but it should never be used alone
when the water is red or rusty (indicating precipitated iron)
or when iron bacteria are present.
A water softener is not the only means of combating hardness.
Where a water softener is impractical, certain polyphosphate
compounds can be added to the water supply with a chemical
feeder to alleviate some hard water problems. While such treatment
in no way provides all of the advantages of soft water and
does not inhibit the formation of a soap curd, it can help
curb scale formation within the hot water system.
Dealkalization is very similar to water softening
except that a different ion exchanger is used that can exchange
chloride ions for sulfate ions, leaving the water free of
sulfate.
Dealkalization will also reduce the alkalinity level of a
water supply. A 70 to 90 percent reduction in both sulfate
and alkalinity can be expected from this system if properly
used. It should be noted, though, that the resultant chloride
content of the water might exceed the 250 mg/L EPA recommended
limit SMCL for chlorides.
Deionization also known as demineralization, involves
the removal of all ionized minerals and salts from a solution
by a two-phase, ion-exchange procedure. Positively charged
ions are exchanged for a chemically equivalent amount of hydrogen
ions and negatively charged ions are exchanged for a chemically
equivalent amount of hydroxide ions. The hydrogen and hydroxide
ions then unite to form water molecules, leaving the treated
water free of all ionized contaminants. This treatment is
normally only used for commercial or industrial applications.
Ultraviolet
Irradiation
Ultraviolet light provides bacterial killing action much
the same way sunlight helps kill bacteria. The ultraviolet
unit consists of one or more ultraviolet lamps usually enclosed
in a quartz sleeve, around which the water flows. The lamps
are similar to fluorescent lamps, while the quartz sleeve
surrounding each lamp protects the lamp from the cooling action
of water. The killing effect of the lamp is reduced when the
lamp temperature is lowered.

Water passes in a relatively thin layer around the lamp since
the germicidal action of ultraviolet irradiation depends on
the intensity of the light, depth of exposure, and contact
time. Water flow must be regulated to ensure that all organisms
receive adequate exposure. Turbidity and minute traces of
iron compounds reduce the light's transmission. Therefore,
the water should be pre-filtered so that untreated organisms
do not slip by.
Ultraviolet irradiation units are automatic, require little
maintenance, and do not add undesirable materials to the water.
However, these units offer no germicidal residual, so that
determining the system's effectiveness is difficult.
Aeration
This process treats water through intimate contact with air.
Aeration may be accomplished through several methods including
spraying, cascading, aspirating or bubbling the water supply
to bring it in direct contact with air. Either pressure (closed
system) or gravity (open system) aerators may by used. Pressure
systems are used primarily for oxidation while gravity systems
are commonly used for degassing (e.g., removing dissolved
radon, carbon dioxide, hydrogen sulfide or methane).
pH Neutralization
In order to increase the overall efficiency of a water conditioning
system, acidic water may be pre-treated by passing it through
a tank containing a bed of granular lime, calcium carbonate
or marble before entering the remainder of the treatment process.
Similarly, alkaline water may be treated with an acid drip
or injection process to neutralize the water.
WHERE
TO GO FOR HELP
The American Ground Water Trust, State health departments,
water well construction agencies, local health officials or
ground water industry professionals are sources for assistance
and/or referral to qualified water testing services.
It is important to have an independent water analysis. Don't
rely solely on a "kitchen test" from a water conditioning
equipment salesperson. While many water conditioning sales
people are trained in water chemistry, some are not. Look
for a professional who understands your water chemistry, explains
your treatment options and who pays attention to the details
specific to your home and water supply. Before purchasing
major conditioning equipment, obtain information and bids
from more than one conditioning company. You may want to check
on the reputation of the company by contacting your local
Better Business Bureau.
Most state health departments maintain a list of certified
water testing laboratories. In some areas, a public agency
(often a county health office) may perform basic bacteria
and nitrate analysis at little or no charge. Some certified
laboratories offer nation-wide water testing via mail/courier
service. If extensive chemical analyses are required or preferred,
or if unusual chemicals in low concentrations are suspected,
the homeowner will need the services of a certified laboratory.
"Do-it-yourself' water testing kits are available in
many hardware stores. These kits provide a quick convenient
test for homeowners but will not have the accuracy of a laboratory
test and the results may not be accepted for purposes such
as property transfer water quality tests. If there is an immediate
health issue, such as gastrointestinal illness, a local or
county public health department, sanitarian or county extension
agent should be consulted and water testing done by a certified
laboratory.
A reliable water sample is of utmost importance. Homeowners
who must obtain the water sample themselves should request
written instructions and sterile sample bottles from the laboratory
or agency performing the analysis. Following the correct "sampling
protocol" is vital for an accurate and meaningful water
quality analysis.
COMMON
MEASUREMENT CONVERSION FACTORS
A laboratory may report the quantity or concentration of
a substance in a water sample using several different labels
or units. Common units of concentration include parts per
billion (ppb), parts per million (ppm), micrograms per liter
(µg/L), milligrams per liter (mg/L) or grains per U.S. gallon
(gpg). Similarly, filters are offered with various spacing
(opening) sizes that may be listed in inches, centimeters
(cm), millimeters (mm) or microns (µ). Converting between
these units may be performed using the following information:
| 1 ppm |
= |
1,000 ppb |
|
1 ppm |
= |
1 mg/L |
| 1 ppb |
= |
1 µg/L |
|
1 gpg* |
= |
17.1 mg/L |
| 1 inch |
= |
2.54 centimeters (cm) |
|
1 cm |
= |
10 millimeters (mm) |
| 1 cm |
= |
0.393 inch |
|
1mm |
= |
1,000 µ |
| 1 liter (L) |
= |
0.264 U.S. Gallon (gal) |
|
1 gallon |
= |
3.785 liters |
| 1 gal/minute |
= |
0.0758 L/second |
|
1 ounce |
= |
28.3495 grams (g) |
| kilo (k) |
= |
103 |
|
milli (m) |
= |
10-3 |
| micro (µ) |
= |
10-6 |
|
pico (p) |
= |
10-12 |
* Clark Hardness as calcium carbonate (CaCO3) by weight
| Information in this
pamphlet is provided in good faith to inform the public
about ground water and ground water related issues.
In all cases, the Trust urges consumers to contact local
experts, and where appropriate, to refer to local codes,
rules, regulations and laws. |
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American Ground Water Trust. The contents of this pamphlet
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