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Types of Fluoride Additives Community water systems in the United States use
one of three additives for water fluoridation. Decisions on which additive to use are based on
cost of product, product-handling requirements, space availability, and equipment. The three
additives are: * Fluorosilicic acid: a water-based solution used by most water fluoridation
programs in the United States. Fluorosilicic acid is also referred to as hydrofluorosilicate, FSA,
or HFS. * Sodium fluorosilicate: a dry additive, dissolved into a solution before being added to
water. * Sodium fluoride: a dry additive, typically used in small water systems, dissolved into a
solution before being added to water. Back to top Sources of Fluoride Additives Most fluoride
additives used in the United States are produced from phosphorite rock. Phosphorite is used
primarily in the manufacture of phosphate fertilizer. Phosphorite contains calcium phosphate
mixed with limestone (calcium carbonates) minerals and apatite—a mineral with high phosphate
and fluoride content. It is refluxed (heated) with sulfuric acid to produce a phosphoric acid-
gypsum (calcium sulfate-CaSO4) slurry. The heating process releases hydrogen fluoride (HF)
and silicon tetrafluoride (SiF4) gases which are captured by vacuum evaporators. These gases are
then condensed to a water-based solution of 23% FSA with the remainder as water.
Approximately 95% of FSA used for water fluoridation comes from this process. The remaining
5% of FSA is generated during the manufacture of hydrogen fluoride or from the use of
hydrogen fluoride in the manufacturing of solar panels and electronics. Since the early 1950s,
FSA has been the chief additive used for water fluoridation in the United States. The favorable
cost and high purity of FSA make it a popular source. Sodium fluorosilicate and sodium fluoride
are dry additives that come largely from FSA. FSA can be partially neutralized by either table
salt (sodium chloride) or caustic soda to get sodium fluorosilicate. If enough caustic soda is
added to neutralize the fluorosilicate completely, it results in sodium fluoride. Sodium fluoride is
also produced by mixing caustic soda with hydrogen fluoride, although approximately 90% of
the sodium fluoride used in the United States comes from FSA. Back to top Regulatory Scope
on Additives The U.S. Environmental Protection Agency (EPA) has authority over safe
community drinking water, as specified in the Safe Drinking Water Act. On the basis of the
scientific study of potential adverse health effects from contaminated water, the EPA sets a
Maximum Contaminant Level (MCL) concentration allowed for various organisms or
substances. Although EPA does not specifically regulate levels of “direct additives,” which are
chemicals added to water in the course of treatment, it does specify that the addition of chemicals
as part of treatment should not exceed the MCL concentration for regulated substances. This
MCL limit includes the levels naturally occurring in the source water, plus the contribution from
direct additives. In 1979, EPA executed a Memorandum of Understanding with the U.S. Food
and Drug Administration (FDA) to establish and clarify areas of authority in controlling
additives in drinking water. FDA has regulatory oversight on food additives, which includes
bottled water, and EPA has regulatory oversight on direct additives in public drinking water
supplies. Because of the decision to transfer the additives program to the private sector, EPA
declared a moratorium in 1980 on issuing new advisory opinions on additives. EPA awarded a
cooperative agreement to a group of nonprofit, nongovernmental organizations led by the
National Sanitation Foundation (NSF) in 1985 to develop a new additives program. Three years
later, EPA announced that the new National Sanitation Foundation/American National Standards
Institute (NSF/ANSI) Standard 60 was functioning. A good reference for drinking water
treatment quality-assurance practices of governmental authorities in various countries is the
Overview of National and International Guidelines and Recommendations on the Assessment
and Approval of Chemicals Used in the Treatment of Drinking Water* pdf icon (PDF–476K). It
also gives context to the United States AWWA and NSF/ANSI standards and practices. Back to
top EPA Regulatory Criteria for Fluoride Additives All additives used at water treatment plants,
including fluoride additives, must meet strict quality standards that assure the public’s safety.
These additives are subject to a stringent system of standards, testing, and certificates by the
American Water Works Association (AWWA) and the National Sanitation Foundation/American
National Standards Institute (NSF/ANSI). Both of these entities are nonprofit, nongovernmental
organizations. Optimally fluoridated community water systems add fluoride to a level between
0.7 – 1.2mg/L. Fluoride is sometimes naturally present in water at much higher levels, so the
EPA established a Maximum Contaminant Level for fluoride of 4.0 mg/L (parts per million).
The EPA has not established an MCL for silicates, the second most prevalent substance in FSA,
because there are no recognized health concerns. NSF/ANSI Standard 60, however, has a
Maximum Allowable Level of 16 mg/L for sodium silicates as corrosion control agents. This is
mainly to control turbidity—a measure of water clarity or how much the material suspended in
water decreases the passage of light through the water. Studies have shown that silicofluorides
achieve virtually complete dissolution and ionic disassociation at the concentrations they are
added to the drinking water. The equilibrium reached at the pH, temperature, and fluoride
concentration used in water fluoridation account for this. One study reported that no
intermediates or other products were observed at pH levels as low as 3.5. (Finney WF, Wilson E,
Callender A, Morris MD, Beck LW. Reexamination of hexafluorosilicate hydrolysis by fluoride
NMR and pH measurement. Environ Sci Technol 2006;40:8:2572). The studies that examined
potential health effects from sodium fluoride additives in drinking water should also apply to
FSA because of the same disassociation results. There are four main constituents to TISAB,
namely CDTA (cyclohexylenedinitrilotetraacetate), sodium hydroxide, sodium chloride and
acetic acid (ethanoic acid), which are all dissolved in deionised water. Hence, TISAB having a
density ~1.0 kg/L. Each constituent plays an important role to control the ionic strength and pH
of the analyte solution, which may otherwise cause error and inaccuracy. The activity of a
substance in solution depends on the product of its concentration and the activity coefficient in
that solution. The activity coefficient depends on the ionic strength of the solution in which the
potentiometric measurements are made. This can be calculated for dilute solutions using the
Debye-Hückel equation; for more concentrated solutions other approximations must be used. In
most cases, the analyst's goal is simply to make sure that the activity coefficient is constant
across a set of solutions, with the assumption that no significant ion pairing exists in the
solutions. Example: An ion-selective electrode might be calibrated using dilute solutions of the
analyte in distilled water. If this calibration is used to calculate the concentration of the analyte in
sea water (high ionic strength), significant error is introduced by the difference between the
activity of the analyte in the dilute solutions and the concentrated sample. This can be avoided by
adding a small amount of ionic-strength buffer to the standards, so that the activity coefficients
match more closely. Adding a TISAB buffer to increase the ionic strength of the solution helps
to "fix" the ionic strength at a stable level, making a linear correlation between the logarithm of
the concentration of analyte and the measured voltage. By also adding the TISAB buffer to the
samples from which the potentiometric equipment are calibrated, the linear correlation can be
used to calculate the concentration of analyte in the solution. E = K' + frac{RT}{nF} ln(c)
where E is measured voltage, R is the gas constant, T the temperature measured in kelvins, F is
the Faraday constant and n the charge of the analyte. c is the concentration of analyte. TISAB
buffers often include chelators which bind ions that could otherwise interfere with the analyte.
this link will also help u http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0103-
50532006000200021
Solution
Types of Fluoride Additives Community water systems in the United States use
one of three additives for water fluoridation. Decisions on which additive to use are based on
cost of product, product-handling requirements, space availability, and equipment. The three
additives are: * Fluorosilicic acid: a water-based solution used by most water fluoridation
programs in the United States. Fluorosilicic acid is also referred to as hydrofluorosilicate, FSA,
or HFS. * Sodium fluorosilicate: a dry additive, dissolved into a solution before being added to
water. * Sodium fluoride: a dry additive, typically used in small water systems, dissolved into a
solution before being added to water. Back to top Sources of Fluoride Additives Most fluoride
additives used in the United States are produced from phosphorite rock. Phosphorite is used
primarily in the manufacture of phosphate fertilizer. Phosphorite contains calcium phosphate
mixed with limestone (calcium carbonates) minerals and apatite—a mineral with high phosphate
and fluoride content. It is refluxed (heated) with sulfuric acid to produce a phosphoric acid-
gypsum (calcium sulfate-CaSO4) slurry. The heating process releases hydrogen fluoride (HF)
and silicon tetrafluoride (SiF4) gases which are captured by vacuum evaporators. These gases are
then condensed to a water-based solution of 23% FSA with the remainder as water.
Approximately 95% of FSA used for water fluoridation comes from this process. The remaining
5% of FSA is generated during the manufacture of hydrogen fluoride or from the use of
hydrogen fluoride in the manufacturing of solar panels and electronics. Since the early 1950s,
FSA has been the chief additive used for water fluoridation in the United States. The favorable
cost and high purity of FSA make it a popular source. Sodium fluorosilicate and sodium fluoride
are dry additives that come largely from FSA. FSA can be partially neutralized by either table
salt (sodium chloride) or caustic soda to get sodium fluorosilicate. If enough caustic soda is
added to neutralize the fluorosilicate completely, it results in sodium fluoride. Sodium fluoride is
also produced by mixing caustic soda with hydrogen fluoride, although approximately 90% of
the sodium fluoride used in the United States comes from FSA. Back to top Regulatory Scope
on Additives The U.S. Environmental Protection Agency (EPA) has authority over safe
community drinking water, as specified in the Safe Drinking Water Act. On the basis of the
scientific study of potential adverse health effects from contaminated water, the EPA sets a
Maximum Contaminant Level (MCL) concentration allowed for various organisms or
substances. Although EPA does not specifically regulate levels of “direct additives,” which are
chemicals added to water in the course of treatment, it does specify that the addition of chemicals
as part of treatment should not exceed the MCL concentration for regulated substances. This
MCL limit includes the levels naturally occurring in the source water, plus the contribution from
direct additives. In 1979, EPA executed a Memorandum of Understanding with the U.S. Food
and Drug Administration (FDA) to establish and clarify areas of authority in controlling
additives in drinking water. FDA has regulatory oversight on food additives, which includes
bottled water, and EPA has regulatory oversight on direct additives in public drinking water
supplies. Because of the decision to transfer the additives program to the private sector, EPA
declared a moratorium in 1980 on issuing new advisory opinions on additives. EPA awarded a
cooperative agreement to a group of nonprofit, nongovernmental organizations led by the
National Sanitation Foundation (NSF) in 1985 to develop a new additives program. Three years
later, EPA announced that the new National Sanitation Foundation/American National Standards
Institute (NSF/ANSI) Standard 60 was functioning. A good reference for drinking water
treatment quality-assurance practices of governmental authorities in various countries is the
Overview of National and International Guidelines and Recommendations on the Assessment
and Approval of Chemicals Used in the Treatment of Drinking Water* pdf icon (PDF–476K). It
also gives context to the United States AWWA and NSF/ANSI standards and practices. Back to
top EPA Regulatory Criteria for Fluoride Additives All additives used at water treatment plants,
including fluoride additives, must meet strict quality standards that assure the public’s safety.
These additives are subject to a stringent system of standards, testing, and certificates by the
American Water Works Association (AWWA) and the National Sanitation Foundation/American
National Standards Institute (NSF/ANSI). Both of these entities are nonprofit, nongovernmental
organizations. Optimally fluoridated community water systems add fluoride to a level between
0.7 – 1.2mg/L. Fluoride is sometimes naturally present in water at much higher levels, so the
EPA established a Maximum Contaminant Level for fluoride of 4.0 mg/L (parts per million).
The EPA has not established an MCL for silicates, the second most prevalent substance in FSA,
because there are no recognized health concerns. NSF/ANSI Standard 60, however, has a
Maximum Allowable Level of 16 mg/L for sodium silicates as corrosion control agents. This is
mainly to control turbidity—a measure of water clarity or how much the material suspended in
water decreases the passage of light through the water. Studies have shown that silicofluorides
achieve virtually complete dissolution and ionic disassociation at the concentrations they are
added to the drinking water. The equilibrium reached at the pH, temperature, and fluoride
concentration used in water fluoridation account for this. One study reported that no
intermediates or other products were observed at pH levels as low as 3.5. (Finney WF, Wilson E,
Callender A, Morris MD, Beck LW. Reexamination of hexafluorosilicate hydrolysis by fluoride
NMR and pH measurement. Environ Sci Technol 2006;40:8:2572). The studies that examined
potential health effects from sodium fluoride additives in drinking water should also apply to
FSA because of the same disassociation results. There are four main constituents to TISAB,
namely CDTA (cyclohexylenedinitrilotetraacetate), sodium hydroxide, sodium chloride and
acetic acid (ethanoic acid), which are all dissolved in deionised water. Hence, TISAB having a
density ~1.0 kg/L. Each constituent plays an important role to control the ionic strength and pH
of the analyte solution, which may otherwise cause error and inaccuracy. The activity of a
substance in solution depends on the product of its concentration and the activity coefficient in
that solution. The activity coefficient depends on the ionic strength of the solution in which the
potentiometric measurements are made. This can be calculated for dilute solutions using the
Debye-Hückel equation; for more concentrated solutions other approximations must be used. In
most cases, the analyst's goal is simply to make sure that the activity coefficient is constant
across a set of solutions, with the assumption that no significant ion pairing exists in the
solutions. Example: An ion-selective electrode might be calibrated using dilute solutions of the
analyte in distilled water. If this calibration is used to calculate the concentration of the analyte in
sea water (high ionic strength), significant error is introduced by the difference between the
activity of the analyte in the dilute solutions and the concentrated sample. This can be avoided by
adding a small amount of ionic-strength buffer to the standards, so that the activity coefficients
match more closely. Adding a TISAB buffer to increase the ionic strength of the solution helps
to "fix" the ionic strength at a stable level, making a linear correlation between the logarithm of
the concentration of analyte and the measured voltage. By also adding the TISAB buffer to the
samples from which the potentiometric equipment are calibrated, the linear correlation can be
used to calculate the concentration of analyte in the solution. E = K' + frac{RT}{nF} ln(c)
where E is measured voltage, R is the gas constant, T the temperature measured in kelvins, F is
the Faraday constant and n the charge of the analyte. c is the concentration of analyte. TISAB
buffers often include chelators which bind ions that could otherwise interfere with the analyte.
this link will also help u http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0103-
50532006000200021

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Types of Fluoride Additives Community water syst.pdf

  • 1. Types of Fluoride Additives Community water systems in the United States use one of three additives for water fluoridation. Decisions on which additive to use are based on cost of product, product-handling requirements, space availability, and equipment. The three additives are: * Fluorosilicic acid: a water-based solution used by most water fluoridation programs in the United States. Fluorosilicic acid is also referred to as hydrofluorosilicate, FSA, or HFS. * Sodium fluorosilicate: a dry additive, dissolved into a solution before being added to water. * Sodium fluoride: a dry additive, typically used in small water systems, dissolved into a solution before being added to water. Back to top Sources of Fluoride Additives Most fluoride additives used in the United States are produced from phosphorite rock. Phosphorite is used primarily in the manufacture of phosphate fertilizer. Phosphorite contains calcium phosphate mixed with limestone (calcium carbonates) minerals and apatite—a mineral with high phosphate and fluoride content. It is refluxed (heated) with sulfuric acid to produce a phosphoric acid- gypsum (calcium sulfate-CaSO4) slurry. The heating process releases hydrogen fluoride (HF) and silicon tetrafluoride (SiF4) gases which are captured by vacuum evaporators. These gases are then condensed to a water-based solution of 23% FSA with the remainder as water. Approximately 95% of FSA used for water fluoridation comes from this process. The remaining 5% of FSA is generated during the manufacture of hydrogen fluoride or from the use of hydrogen fluoride in the manufacturing of solar panels and electronics. Since the early 1950s, FSA has been the chief additive used for water fluoridation in the United States. The favorable cost and high purity of FSA make it a popular source. Sodium fluorosilicate and sodium fluoride are dry additives that come largely from FSA. FSA can be partially neutralized by either table salt (sodium chloride) or caustic soda to get sodium fluorosilicate. If enough caustic soda is added to neutralize the fluorosilicate completely, it results in sodium fluoride. Sodium fluoride is also produced by mixing caustic soda with hydrogen fluoride, although approximately 90% of the sodium fluoride used in the United States comes from FSA. Back to top Regulatory Scope on Additives The U.S. Environmental Protection Agency (EPA) has authority over safe community drinking water, as specified in the Safe Drinking Water Act. On the basis of the scientific study of potential adverse health effects from contaminated water, the EPA sets a Maximum Contaminant Level (MCL) concentration allowed for various organisms or substances. Although EPA does not specifically regulate levels of “direct additives,” which are chemicals added to water in the course of treatment, it does specify that the addition of chemicals as part of treatment should not exceed the MCL concentration for regulated substances. This MCL limit includes the levels naturally occurring in the source water, plus the contribution from direct additives. In 1979, EPA executed a Memorandum of Understanding with the U.S. Food and Drug Administration (FDA) to establish and clarify areas of authority in controlling additives in drinking water. FDA has regulatory oversight on food additives, which includes
  • 2. bottled water, and EPA has regulatory oversight on direct additives in public drinking water supplies. Because of the decision to transfer the additives program to the private sector, EPA declared a moratorium in 1980 on issuing new advisory opinions on additives. EPA awarded a cooperative agreement to a group of nonprofit, nongovernmental organizations led by the National Sanitation Foundation (NSF) in 1985 to develop a new additives program. Three years later, EPA announced that the new National Sanitation Foundation/American National Standards Institute (NSF/ANSI) Standard 60 was functioning. A good reference for drinking water treatment quality-assurance practices of governmental authorities in various countries is the Overview of National and International Guidelines and Recommendations on the Assessment and Approval of Chemicals Used in the Treatment of Drinking Water* pdf icon (PDF–476K). It also gives context to the United States AWWA and NSF/ANSI standards and practices. Back to top EPA Regulatory Criteria for Fluoride Additives All additives used at water treatment plants, including fluoride additives, must meet strict quality standards that assure the public’s safety. These additives are subject to a stringent system of standards, testing, and certificates by the American Water Works Association (AWWA) and the National Sanitation Foundation/American National Standards Institute (NSF/ANSI). Both of these entities are nonprofit, nongovernmental organizations. Optimally fluoridated community water systems add fluoride to a level between 0.7 – 1.2mg/L. Fluoride is sometimes naturally present in water at much higher levels, so the EPA established a Maximum Contaminant Level for fluoride of 4.0 mg/L (parts per million). The EPA has not established an MCL for silicates, the second most prevalent substance in FSA, because there are no recognized health concerns. NSF/ANSI Standard 60, however, has a Maximum Allowable Level of 16 mg/L for sodium silicates as corrosion control agents. This is mainly to control turbidity—a measure of water clarity or how much the material suspended in water decreases the passage of light through the water. Studies have shown that silicofluorides achieve virtually complete dissolution and ionic disassociation at the concentrations they are added to the drinking water. The equilibrium reached at the pH, temperature, and fluoride concentration used in water fluoridation account for this. One study reported that no intermediates or other products were observed at pH levels as low as 3.5. (Finney WF, Wilson E, Callender A, Morris MD, Beck LW. Reexamination of hexafluorosilicate hydrolysis by fluoride NMR and pH measurement. Environ Sci Technol 2006;40:8:2572). The studies that examined potential health effects from sodium fluoride additives in drinking water should also apply to FSA because of the same disassociation results. There are four main constituents to TISAB, namely CDTA (cyclohexylenedinitrilotetraacetate), sodium hydroxide, sodium chloride and acetic acid (ethanoic acid), which are all dissolved in deionised water. Hence, TISAB having a density ~1.0 kg/L. Each constituent plays an important role to control the ionic strength and pH of the analyte solution, which may otherwise cause error and inaccuracy. The activity of a
  • 3. substance in solution depends on the product of its concentration and the activity coefficient in that solution. The activity coefficient depends on the ionic strength of the solution in which the potentiometric measurements are made. This can be calculated for dilute solutions using the Debye-Hückel equation; for more concentrated solutions other approximations must be used. In most cases, the analyst's goal is simply to make sure that the activity coefficient is constant across a set of solutions, with the assumption that no significant ion pairing exists in the solutions. Example: An ion-selective electrode might be calibrated using dilute solutions of the analyte in distilled water. If this calibration is used to calculate the concentration of the analyte in sea water (high ionic strength), significant error is introduced by the difference between the activity of the analyte in the dilute solutions and the concentrated sample. This can be avoided by adding a small amount of ionic-strength buffer to the standards, so that the activity coefficients match more closely. Adding a TISAB buffer to increase the ionic strength of the solution helps to "fix" the ionic strength at a stable level, making a linear correlation between the logarithm of the concentration of analyte and the measured voltage. By also adding the TISAB buffer to the samples from which the potentiometric equipment are calibrated, the linear correlation can be used to calculate the concentration of analyte in the solution. E = K' + frac{RT}{nF} ln(c) where E is measured voltage, R is the gas constant, T the temperature measured in kelvins, F is the Faraday constant and n the charge of the analyte. c is the concentration of analyte. TISAB buffers often include chelators which bind ions that could otherwise interfere with the analyte. this link will also help u http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0103- 50532006000200021 Solution Types of Fluoride Additives Community water systems in the United States use one of three additives for water fluoridation. Decisions on which additive to use are based on cost of product, product-handling requirements, space availability, and equipment. The three additives are: * Fluorosilicic acid: a water-based solution used by most water fluoridation programs in the United States. Fluorosilicic acid is also referred to as hydrofluorosilicate, FSA, or HFS. * Sodium fluorosilicate: a dry additive, dissolved into a solution before being added to water. * Sodium fluoride: a dry additive, typically used in small water systems, dissolved into a solution before being added to water. Back to top Sources of Fluoride Additives Most fluoride additives used in the United States are produced from phosphorite rock. Phosphorite is used primarily in the manufacture of phosphate fertilizer. Phosphorite contains calcium phosphate mixed with limestone (calcium carbonates) minerals and apatite—a mineral with high phosphate and fluoride content. It is refluxed (heated) with sulfuric acid to produce a phosphoric acid- gypsum (calcium sulfate-CaSO4) slurry. The heating process releases hydrogen fluoride (HF)
  • 4. and silicon tetrafluoride (SiF4) gases which are captured by vacuum evaporators. These gases are then condensed to a water-based solution of 23% FSA with the remainder as water. Approximately 95% of FSA used for water fluoridation comes from this process. The remaining 5% of FSA is generated during the manufacture of hydrogen fluoride or from the use of hydrogen fluoride in the manufacturing of solar panels and electronics. Since the early 1950s, FSA has been the chief additive used for water fluoridation in the United States. The favorable cost and high purity of FSA make it a popular source. Sodium fluorosilicate and sodium fluoride are dry additives that come largely from FSA. FSA can be partially neutralized by either table salt (sodium chloride) or caustic soda to get sodium fluorosilicate. If enough caustic soda is added to neutralize the fluorosilicate completely, it results in sodium fluoride. Sodium fluoride is also produced by mixing caustic soda with hydrogen fluoride, although approximately 90% of the sodium fluoride used in the United States comes from FSA. Back to top Regulatory Scope on Additives The U.S. Environmental Protection Agency (EPA) has authority over safe community drinking water, as specified in the Safe Drinking Water Act. On the basis of the scientific study of potential adverse health effects from contaminated water, the EPA sets a Maximum Contaminant Level (MCL) concentration allowed for various organisms or substances. Although EPA does not specifically regulate levels of “direct additives,” which are chemicals added to water in the course of treatment, it does specify that the addition of chemicals as part of treatment should not exceed the MCL concentration for regulated substances. This MCL limit includes the levels naturally occurring in the source water, plus the contribution from direct additives. In 1979, EPA executed a Memorandum of Understanding with the U.S. Food and Drug Administration (FDA) to establish and clarify areas of authority in controlling additives in drinking water. FDA has regulatory oversight on food additives, which includes bottled water, and EPA has regulatory oversight on direct additives in public drinking water supplies. Because of the decision to transfer the additives program to the private sector, EPA declared a moratorium in 1980 on issuing new advisory opinions on additives. EPA awarded a cooperative agreement to a group of nonprofit, nongovernmental organizations led by the National Sanitation Foundation (NSF) in 1985 to develop a new additives program. Three years later, EPA announced that the new National Sanitation Foundation/American National Standards Institute (NSF/ANSI) Standard 60 was functioning. A good reference for drinking water treatment quality-assurance practices of governmental authorities in various countries is the Overview of National and International Guidelines and Recommendations on the Assessment and Approval of Chemicals Used in the Treatment of Drinking Water* pdf icon (PDF–476K). It also gives context to the United States AWWA and NSF/ANSI standards and practices. Back to top EPA Regulatory Criteria for Fluoride Additives All additives used at water treatment plants, including fluoride additives, must meet strict quality standards that assure the public’s safety.
  • 5. These additives are subject to a stringent system of standards, testing, and certificates by the American Water Works Association (AWWA) and the National Sanitation Foundation/American National Standards Institute (NSF/ANSI). Both of these entities are nonprofit, nongovernmental organizations. Optimally fluoridated community water systems add fluoride to a level between 0.7 – 1.2mg/L. Fluoride is sometimes naturally present in water at much higher levels, so the EPA established a Maximum Contaminant Level for fluoride of 4.0 mg/L (parts per million). The EPA has not established an MCL for silicates, the second most prevalent substance in FSA, because there are no recognized health concerns. NSF/ANSI Standard 60, however, has a Maximum Allowable Level of 16 mg/L for sodium silicates as corrosion control agents. This is mainly to control turbidity—a measure of water clarity or how much the material suspended in water decreases the passage of light through the water. Studies have shown that silicofluorides achieve virtually complete dissolution and ionic disassociation at the concentrations they are added to the drinking water. The equilibrium reached at the pH, temperature, and fluoride concentration used in water fluoridation account for this. One study reported that no intermediates or other products were observed at pH levels as low as 3.5. (Finney WF, Wilson E, Callender A, Morris MD, Beck LW. Reexamination of hexafluorosilicate hydrolysis by fluoride NMR and pH measurement. Environ Sci Technol 2006;40:8:2572). The studies that examined potential health effects from sodium fluoride additives in drinking water should also apply to FSA because of the same disassociation results. There are four main constituents to TISAB, namely CDTA (cyclohexylenedinitrilotetraacetate), sodium hydroxide, sodium chloride and acetic acid (ethanoic acid), which are all dissolved in deionised water. Hence, TISAB having a density ~1.0 kg/L. Each constituent plays an important role to control the ionic strength and pH of the analyte solution, which may otherwise cause error and inaccuracy. The activity of a substance in solution depends on the product of its concentration and the activity coefficient in that solution. The activity coefficient depends on the ionic strength of the solution in which the potentiometric measurements are made. This can be calculated for dilute solutions using the Debye-Hückel equation; for more concentrated solutions other approximations must be used. In most cases, the analyst's goal is simply to make sure that the activity coefficient is constant across a set of solutions, with the assumption that no significant ion pairing exists in the solutions. Example: An ion-selective electrode might be calibrated using dilute solutions of the analyte in distilled water. If this calibration is used to calculate the concentration of the analyte in sea water (high ionic strength), significant error is introduced by the difference between the activity of the analyte in the dilute solutions and the concentrated sample. This can be avoided by adding a small amount of ionic-strength buffer to the standards, so that the activity coefficients match more closely. Adding a TISAB buffer to increase the ionic strength of the solution helps to "fix" the ionic strength at a stable level, making a linear correlation between the logarithm of
  • 6. the concentration of analyte and the measured voltage. By also adding the TISAB buffer to the samples from which the potentiometric equipment are calibrated, the linear correlation can be used to calculate the concentration of analyte in the solution. E = K' + frac{RT}{nF} ln(c) where E is measured voltage, R is the gas constant, T the temperature measured in kelvins, F is the Faraday constant and n the charge of the analyte. c is the concentration of analyte. TISAB buffers often include chelators which bind ions that could otherwise interfere with the analyte. this link will also help u http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0103- 50532006000200021