Wastewater treatment

Claim 1

A method for the treatment of wastewater of pH ranging from about 1.5 to 3 containing at least about 100 ppm phosphorus as phosphate ions, at least about 50 ppm fluorine as fluoride ions and ammonia as ammonium ions in excess of about 15 ppm NH 3 (N)--T which comprises: removing said phosphate and said fluride ions from said wastewater in a two-stage precipitation step; the first stage precipitiation being conducted at pH ranging from about 3.5 to 6.5 using an alkaline material selected from the group consisting of limestone (CaCO 3 ) and lime sufficient to form a precipitate which is removed in a first stage settler to provide an effluent which is treated in a second stage precipitation at a pH of at least about 10.5 using lime as the alkaline material sufficient to form a precipitate which in removed in a second stage settler to provide substantially clear effluent containing said ammonia; maintaining the pH of said ammonia-containing effluent at a level sufficient to provide a free ammonia equivalence (FAE) of at least about 12.4; said free ammonia equivalence being determined as follows: FAE=pH+(θ/15)0.5, wherein pH is the pH value of the effluent and θ is the temperature of said effluent in degrees Fahrenheit, gas stripping said effluent to lower the total ammonia content thereof to a value of less than about 10 ppm NH 3 (N)--T, said gas stripping being controlled to maintain the free ammonia equivalence of the effluent at a value of at least about 12.4 and then acidifying the stripped effluent to lower the un-ionized ammonia content to less than about 0.05 ppm NH 3 (N), the amount of acid added being sufficient to provide a pH value such that the free ammonia equivalence does not exceed that value determined as follows: FAE=10.2-log.sub.10 ppm NH.sub.3 (N)--T.

Claim 2

A method for the treatment of wastewater of pH ranging from about 1.5 to 3 containing at least about 100 ppm phosphorus as phosphate ions, at least about 50 ppm fluorine as fluoride ions and ammonia as ammonium ions in excess of about 15 ppm NH 3 (N)--T which comprises: removing said phosphate and said fluride ions from said wastewater in a two-stage precipitation step; the first stage precipitiation being conducted at pH ranging from about 3.5 to 6.5 using an alkaline material selected from the group consisting of limestone (CaCO 3 ) and lime sufficient to form a precipitate which is removed in a first stage settler to provide an effluent which is treated in a second stage precipitation at a pH of at least about 10.5 using lime as the alkaline material sufficient to form a precipitate which in removed in a second stage settler to provide substantially clear effluent containing said ammonia; maintaining the pH of said ammonia-containing effluent at a level sufficient to provide a free ammonia equivalence (FAE) of at least about 12.4; said free ammonia equivalence being determined as follows: FAE=pH+(θ/15)0.5, wherein pH is the pH value of the effluent and θ is the temperature of said effluent in degrees Fahrenheit, gas stripping said effluent to lower the total ammonia content thereof to a value of less than about 10 ppm NH 3 (N)--T, said gas stripping being controlled to maintain the free ammonia equivalence of the effluent at a value of at least about 12.4 and then acidifying the stripped effluent to lower the un-ionized ammonia content to less than about 0.05 ppm NH 3 (N), the amount of acid added being sufficient to provide a pH value such that the free ammonia equivalence does not exceed that value determined as follows: FAE=10.2-log.sub.10 ppm NH.sub.3 (N)--T.

Claim 9

A method for the treatment of contaminated wastewater of pH ranging from about 1.5 to 3 containing at least about 100 ppm phosphorus as phosphate ions and at least about 50 ppm fluorine as fluoride ions and ammonia as ammonium ions in excess of about 15 ppm NH 3 (N)--T which comprises: treating said wastewater with an amount of an alkaline agent selected from the group consisting of limestone (CaCO 3 ) and lime sufficient to raise and maintain the pH at a level of about 3.5 to 6.5 following uniform mixing thereof in a first stage precipitation to effect substantial precipitation of said contaminants, passing said treatment wastewater to a first stage settler to effect solid/liquid separation thereof sufficient to provide a sludge of said precipitated contaminants which is removed for disposal thereof and provide an effluent substantially impoverished in said contaminants, treating said contaminant-impoverished effluent to a second stage precipitation with lime in an amount sufficient to raise and maintain the pH of said effluent at a level of at least about 10.5 following uniform mixing thereof, whereby a further precipitate of said contaminants is produced having improved settling properties, passing said lime-treated effluent at said pH to a second stage settler at which a flocculant is added to provide flocs of said precipitate which settle rapidly to form a sludge thereof and a clear effluent, removing said sludge and providing a clear effluent containing ammonia and characterized in that further precipitation of solids is substantially minimized or eliminated downstream of said effluent discharge, maintaining the pH of said ammonia-containing effluent at a level sufficient to provide a free ammonia equivalence (FAE) of at least 12.4; said free ammonia equivalence being determined as follows: FAE=pH+(θ/15)0.5, wherein pH is the pH value of the effluent and θ is the temperature of said effluent in degrees Fahrenheit, gas stripping said effluent to lower the total ammonia content thereof to a value of less than about 10 ppm NH 3 (N)--T, said gas stripping being controlled to maintain the free ammonia equivalence of the effluent at a value of at least about 12.4, and then acidifying the stripped effluent to lower the un-ionizd ammonia content to less than about 0.05 ppm NH 3 (N), the amount of acid added being sufficient to provide a pH value such that the free ammonia equivalence does not exceed that value determined as follows: FAE=10.2-log.sub.10 ppm NH.sub.3 (N)--T.

Claim 10

A method for the treatment of contaminated wastewater of pH ranging from about 1.5 to 3 containing at least about 100 ppm phosphorus as phosphate ions and at least about 50 ppm fluorine as fluoride ions and ammonia as ammonium ions in excess of about 15 ppm NH 3 (N)--T which comprises: treating said wastewater with an amount of an alkaline agent selected from the group consisting of limestone (CaCO 3 ) and lime sufficient to raise and maintain the pH at a level of about 3.5 to 6.5 following uniform mixing thereof in a first stage precipitation to effect substantial precipitation of said contaminants, passing said treatment wastewater to a first stage settler to effect solid/liquid separation thereof sufficient to provide a sludge of said precipitated contaminants which is removed for disposal thereof and provide an effluent substantially impoverished in said contaminants, treating said contaminant-impoverished effluent to a second stage precipitation with lime in an amount sufficient to raise and maintain the pH of said effluent at a level of at least about 10.5 following uniform mixing thereof, whereby a further precipitate of said contaminants is produced having improved settling properties, passing said lime-treated effluent at said pH to a second stage settler at which a flocculant is added to provide flocs of said precipitate which settle rapidly to form a sludge thereof and a clear effluent, removing said sludge and providing a clear effluent containing ammonia and characterized in that further precipitation of solids is substantially minimized or eliminated downstream of said effluent discharge, maintaining the pH of said ammonia-containing effluent at a level sufficient to provide a free ammonia equivalence (FAE) of at least 12.4; said free ammonia equivalence being determined as follows: FAE=pH+(θ/15)0.5, wherein pH is the pH value of the effluent and θ is the temperature of said effluent in degrees Fahrenheit, gas stripping said effluent to lower the total ammonia content thereof to a value of less than about 10 ppm NH 3 (N)--T, said gas stripping being controlled to maintain the free ammonia equivalence of the effluent at a value of at least about 12.4, and then acidifying the stripped effluent to lower the un-ionizd ammonia content to less than about 0.05 ppm NH 3 (N), the amount of acid added being sufficient to provide a pH value such that the free ammonia equivalence does not exceed that value determined as follows: FAE=10.2-log.sub.10 ppm NH.sub.3 (N)--T.