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Hardness in Drinking Water
DEFINITION OF HARDNESS
Hardness in drinking water is defined as those minerals, that dissolve
in water, which have a divalent (positive two) electrical charge. Minerals
are composed of either atoms or molecules. An atom or molecule that has
dissolved in water is called an "ion".
The primary components of hardness are calcium (Ca++) and magnesium
(Mg++) ions. Dissolved iron (Fe++) and manganese (Mn++) also satisfy the
definition of hardness but typically make up only a very small fraction
of total hardness. Positively charged ions are called cations.
HEALTH EFFECTS OF HARDNESS
The presence or absence of conventional hardness in drinking water
is not known to pose a health risk to users. Hardness is normally considered
an aesthetic water quality factor. The presence of some dissolved mineral
material in drinking water is typically what gives the water its characteristic
and pleasant "taste". At higher concentrations however, hardness creates
the following consumer problems:
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produces soap scum; most noticeable on tubs and showers;
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produces white mineral deposits on dishes; more noticeable on clear glassware;
and
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reduces the efficiency of devices that heat water. As hardness deposits
build in thickness, they act like insulation, reducing the efficiency of
heat transfer.
EXPRESSING THE AMOUNT OF HARDNESS IN WATER
There are two numbering systems which are used by drinking water professionals
to identify the concentration of hardness in drinking water. They are:
milligrams per liter, abbreviated as mg/L; and
grains per gallon, abbreviated as gpg.
To convert one hardness concentration to the other, use the following formula:
1/17.2 x (the concentration in milligrams per liter) = (the concentration
in grains per gallon); or (the concentration in grains per gallon) x 17.2
= (the concentration in milligrams per liter).
CATEGORIZING HARDNESS
Water supply professionals do not fully agree on the descriptive terminology
that should be used when categorizing the concentration of hardness in
water nor what lower threshold justifies the investment in a water softener.
Shown below are the two common severity scales used to categorize hardness.
Categorizing Hardness
Worded Description Sanitary Engineers Water Conditioning Industry
soft water 0-75 mg/L as CaC03 0-50 mg/L as CaCO3
somewhat hard water 76 to 150 " 51-100 "
hard water 151 to 300 " 101-151 "
very hard water 301 and up " 151 and up "
THE WATER SOFTENING PROCESS
A private home water softener typically has two tanks. The taller tank
contains the purifying media called a cation ion exchange "resin", while
the smaller tank contains the sodium or potassium salt used to regenerate
the resin media. During normal operations, raw water passes through the
ion exchange resin media in the tall tank. The calcium (Ca++), magnesium
(Mn++), iron (Fe++) or manganese (Mn++) ions in the water are "exchanged"
for sodium (Na+) or potassium (K+) ions which have been temporarily stored
in the "pores" of the resin.
As the softener removes hardness minerals from the water supply, sodium
or potassium will be given back proportionally. Shown below is the concentration
of either sodium or potassium, that would be added to the existing raw
water concentration, if 10 mg/L of hardness is removed. To determine the
increase for your situation, divide your total hardness by 10 and then
multiple that result by the appropriate number in the right hand column.
Hardness Removed Na+ or K+ Added
10 mg/L Sodium (Na+) added = 4.6 mg/L
10 mg/L Potassium (K+) added = 7.6 mg/L
Eventually the removal capacity of the resin media becomes exhausted and
the resin will need to be regenerated. The regeneration process begins
by a rapid backwashing of the resin to remove fine particulate material
which originates in the well or piping. The process continues at a slower
rate by backwashing the resin with a strong brine (salt) solution. The
sodium or potassium from the brine enters the resin "pores" and displaces
the previously removed hardness ions. After a period of time (approximately
20 minutes), the remaining brine, along with the concentrated displaced
hardness ions are flushed out of the device and disposed of into an approved
dry well, septic tank or sewer.
Studies by the Water Quality Association (WQA), indicate that waste
brine and purged contaminant s does not injure leach fields or septic tanks.
This WQA report is available from DES.
Advantages Of Water Softening
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Softener resin can be regenerated and re-used.
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Ion exchange can consistently remove hardness from water to extremely low
levels.
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Softening removes dissolved iron and manganese. Other water quality factors
such as pH, alkalinity and dissolved oxygen are not critical to removing
iron and manganese.
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Conventional softening also removes dissolved radium.
Disadvantages Of Water Softening
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Adds sodium or potassium to your drinking water depending on which "salt"
you use. For those concerned with elevated sodium levels in their drinking
water, potassium chloride (KCl) can be substituted in place of sodium chloride
(NaCl). The process is equally as efficient however the cost of potassium
chloride is higher than sodium chloride
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Softening will not operate satisfactorily if iron bacteria, clay particles,
rusty colored water etc. exists, even occasionally. If any solids are present,
a particle (sediment) filter must be installed before the ion exchange
media tank.
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Water softeners require a location to disposal of waste brine. If you do
not have sewer service, disposal of the waste brine will likely be into
the ground. This creates the potential of contaminating the groundwater
and subsequently your own well or those wells of your neighbors down hill.
If potassium chloride is used the potassium is also a soil nutrient being
one of the three components of typical fertilizer.
REDUCTION OF SALT USAGE
Salt brine can contaminate the general groundwater and possibly your
well. Consequently reducing salt usage while maintaining system effectiveness,
is important. In areas without sewers, the more reduction of salt, the
more appropriate is water softening treatment. Three methods to reduce
salt usage are described below.
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Method of Initiating the Regeneration Cycle
Older water softeners used a time clock to initiate the regeneration
of the resin media. Modern softeners however, regenerate by either of the
following methods;
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probe(s) that measure the water's electrical conductivity and its change;
or
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a meter that measures the volume of water already treated during that production
cycle.
In either case, regeneration will be triggered based on actual need (called
demand regeneration), rather than a time clock. A time clock backwashes
a softener whether it needs regeneration or not, such as during a vacation
period. This excessive backwashing needlessly increases salt use and the
generation of waste brine.
Demand regeneration can occur during the day when water is being actively
used. When this happens the unit goes into a bypass mode and untreated
water must be used within the home. This, although a disadvantage, is of
short duration. From an environmental view point, we recommend demand based
regeneration of the resin media where softening is used.
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Strength of Brine Used to Regenerate
The regeneration of a water softener can be carried out using different
strengths of the brine solution. From an environmental view point, those
devices with a higher efficiency of contaminants removed per pound of salt
used, (known as weaker brine regeneration) are, in our opinion, the more
appropriate to use.
The following summarizes the choice you need to make relative to the
strength of brine versus the size of the treatment device.
The weak brine regeneration alternative which is recommended. This uses
approximately 6 pounds of salt to regenerate each cubic foot of softener
resin media. Advantage: provides a higher efficiency of contaminate removal
per pound of salt. (Approximate 7 percent efficiency compared to the 2
percent achieved with the strong brine alternative.)
Disadvantage: results in lower percent regeneration of resin
and thus generally requires some enlarging of the size of the softener
if rejuvenation cycle times are going to be comparable.
The strong brine regeneration alternative which is not recommended.
This uses approximately 12 pounds of salt to regenerate each cubic foot
of softener resin media. Disadvantage: lower efficiency of contaminant
removal per pound of salt. (approximately 2 percent efficiency compared
to the 7 percent achieved with weak brine alt.);
Advantage: results in higher percentage of regeneration of resin
media and thus allows the installation of a minimum sized softener.
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Partial Treatment ( Split Flow)
In cases where there is little iron or manganese, sodium usage can
be reduced even further by "by-passing" a certain percentage of the raw
water around the treatment device. This typically requires throttling valves
and meters on both the treatment and the "by-pass" lines. A hardness target
concentration could be approximately 50-75 mg/L in the blended treated
water.
SUMMARY
We suggest that you discuss this brine strength issue and long term
salt savings with your equipment supplier. In general, DES does not recommend
the use of softeners to treat only iron and manganese in non sewered areas
due to brine disposal concerns. Where hardness is above approximately 125-150
mg/l, or where there are multiple contaminants treatable by softening;
a softening system is supported. For detailed information concerning iron
and manganese treatment, see fact sheet WD-WSEB-3-7.
FOR MORE INFORMATION
For further information concerning the layout of a water treatment
system and its purchase, the DES suggests reviewing the Fact Sheet entitled,
"Considerations when Purchasing a Water Treatment System" WD-WSEB-2-5.
For more information please call the DES's Water Supply Engineering
Bureau at 271-3139. We would appreciate hearing from you concerning improvements
to this fact sheet and your experiences when treating for hardness. For
an overall listing of water supply related fact sheets, please request
fact sheet WD-WSEB-15-2. Drinking water fact sheets are available through
the DES web site at: http://www.des.state.nh.us
then select: publications, fact sheets, water division, water supply. 7/98
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