METHOD FOR TREATING WATER CONTAINING SULFATES
TECHNICAL FIELD
This invention relates to the removal of metals from water containing metal sulfides and other sulfide ores and conversion of the de-metallized sulfate water into ammonia sulfate and aqua ammonia.
BACKGROUND
Acid mine drainage (AMD) results from oxidation of metal sulfide minerals, primarily pyrites and other sulfide ores. The acidic reaction products are absorbed by the descending waters and rising subsurface waters which enter the surface water ecosystems. Some large mine sites currently generate an excess of six million gallons AMD per day. One particular mine site, located in Northern California, generates 25% of the total metal contamination entering the ground water of the entire United States.
U.S. Patent 4,695,378 discloses treatment of AMD according to the following steps:
(1) neutralization
(2) aeration
(3) setding and disposal of sludge
(4) effluent discharge
Neutralization, aeration, and settling equipments are expensive and requh-e large su-uctures and excavation for large treatment facilities.
U.S. Patent 3,511,777 discloses raising the pH from the acid range to the basic range by mixing with lime. The cation constituents combine with the calcium carbonate to generate bi-carbonates. the sulfate ion SO_f " ion remains in large concentrations in the treated water.
Another widely practiced method used for removing metals from acid water is a pH control method in which CaOH is added to the waste stream to raise the pH. With single valency metal contaminants, most of the metal can be removed by raising the pH of an initially highly acidic solution to 8.5. With high valency ions, the pH must be raised to above 10.5. The sludge generated in some of these cases has required the use of separators in place of the more economical filters.
The major problem encountered with hydroxide precipitation processes with multiple metal contaminants is the wide range of solubilities of the formed hydroxide precipitates. In order to precipitate most of the metal, the pH must be raised to the range 10.5 to 11.0.
When the basic solution is neutralized, some of the metal goes back into solution and recontaminates the water.
In acid industrial waste water, the heavy metal ions are usually singly charge. (A notable exception is the effluents from electroplating processes.) Natural contaminated water typically contains several ionic states of the same metal. Each ionic state, when combined with a neutralizing compound containing OH, form as metal hydroxides of varying stoichiometries. Some of these hydroxides are insoluble precipitates. Most of the generated hydroxides are characterized by a strongly pH dependent solubility. These soluble hydroxides in some cases can be partially removed by physical absorption or crystal chemical inclusion (chemisorption) and may be lowered to acceptable levels.
The use of sodium, potassium and calcium hydroxides creates a metal bearing sludge that is very difficult to filter effectively and the metal hydroxide cake is hopelessly cross contaminated so as to be beyond economical separation and are classified as hazardous waste with all the problems and expense of hazardous waste disposal.
Treatments of waste water containing large concentrations of sulfate ions produce water having a large concenttation of SO4 " even though the pH is in an otherwise acceptable range.
The Iron Mountain Mine Site located near Redding, Ca. and the Berkeley Pit located at Butte Montana are particularly notorious examples of the undesirable environmental impact
of AMD. At the Iron Mountain Site, there are fifteen or more highly toxic contaminants present, some in lai'ge quantities. The AMD waste water from the Iron Mountain waste water in California has a pH between 0.58 to 0.75.
Table ! lists the average concentraion over a twelve month period in the Iron Mountain Mine Site.
TABLE I Aluminum 2300 ppm Arsenic 33.5 Barium < 10.0 Beryllium <0.5 Cadmium 10.7 Chrome <0.1 Copper 350 Iron 13.1 Lead 3.5 Magnesium 605 Nickel <4 Thallium <0.2 Vanadium < 0.2 Zinc 1,595
SO4 55,200 mg liter Total dissolved solids 81,565, mg /liter.
TABLE II lists the impurity content of a sample taken from the surface level of the Berkeley Pit.
TABLE π Ca 463 ppm Mg 452 Pb 0.048
Fe 373 Mn 233 Al 79.9 Ag <79.9 B < 0.10 Cd 2300 Cu 189 Li 0.272 Mo <0.040 Ni 1250 Sr 1700 As 0.103 Co 1440 Cr 0.041 SO
4 > 6930 mg/liter
DISCLOSURE OF INVENTION
This invention is directed toward a process for treating AMD which contains a large quantity of metal sulfates. The drainage is first subjected to an electric field after which the pH is raised to at least 8.0 and mixed in a magnetic field. The mixture is then allowed to digest allowing a sludge of metal oxides to form A clarified liquid portion is separated from the sludge. A second agent (preferably ammonium hydroxide) is added to the clarified liquid forming insoluble ammonium sulfate which is removed by filtering. The remaining liquid is subject to reverse osmosis to concentrate the ammonia as "aqua- ammonia.
BRIEF DESCRIPTION OF THE FIGURES:
Fig. 1 is a flow chart showing the method of this invention.
Fig. 2 is a schematic diagram of the apparatus for performing the process of fig. 1.
Fig. 3 is a list of steps for preparing the first chemical agent.
BEST MODE FOR CARRYING OUT THE INVENTION
Turning now to a discussion of the drawings, Fig. 1 lists the steps in practicing the method of the invention. Fig.2 shows the apparatus for carrying out the process of fig. 2.
Step 1: A.M. D. is passed serially through a number of "ion state modification" chambers. Each chamber has a pair of electrodes 12, preferably carbon, across which an electric field is applied. The voltage between the electrodes in each chamber is selected to optimize the "conditioning" of a particular class of ionic species, (e.g., single valence, double valence, uiple valence).
Step 2: A first chemical agent is added to A. M. D. and mixed in container 14 in the presence of a magnetic field imposed by magnets 16 in a sufficient amount to raise the pH to about 7.5. A preferred first chemical agent is prepared according to steps listed in below and illustrated in fig. 3
Step 3: The mixture is agitated in a digesting tank for about thirty minutes where a slurry of precipitates is formed and the pH increases to at least 8.5.
Step 4: The A.M.D. enters a separator 18 which may be a settling tank or filter press where precipitate is separated as sludge from clarified liquid fraction and the sludge is further dewatered by passage through a filter press. At this point in the process, the original contaminating metal ions have been removed from the A.M.D. and the A. M.D. is said to be "demetalized".
Step 5. The clarified demetalized AMD is then mixed in mixer 20 with a second agent in sufficient amount to precipitate insoluble sulfates. A preferred second agent is ammonium
hydroxide which forms insoluble ammonium sulfate. The precipitated sulfates are separated from the clarified liquid such as by filtering and dewatering in a filter press 22.
Step 6 The clarified ammonia water is run through a reverse osmosis membrane 24 to concentrate the ammonium as an aqua-ammonia solution.
Step 7 The aqua-ammonia solution may be pH adjusted as illustrated at station 26 and the solution discharged.
A prefeired first agent for raising the pH in step 2 is illustrated by the flow chart of fig. 3 according to which :
Step 1: add concentrated sulfuric acid to water in an amount equal 40 ml of sulfuric acid to one liter of water;
Step 2 add sufficient Ca(OH)2 to bring the pH of said first addition solution to a pH in a range between 12.8 to 13.1;
Step 3. pass addition solution through an eleven micron filter whereby any paiticulates of CaSO4 larger than eleven microns are removed;
Step 4 add potassium hydroxide to increase pH of said first addition solution to a range between 13.8 to 14 whereby a base solution is produced;
Step 5 add magnesia in an amount of 10 grams per one liter of base solution whereby said first chemical agent is provided.
Fig. 2 shows a mechanical schematic diagram of the apparatus 10 for practicing the invention.
There are shown: the AMD passing between electrodes 12 which are preferably carbon; the mixing container 14 with magnet 16 for adding the first agent; the settling container 18; the mixer 20 for addition for the second agent; the press 22; the reverse osmosis apparatus 24; the apparatus for adjusting pH 26.
The process of this invention avoids the production of large quantities of anhydrous calcium sulfate and water having a high pH that is associated with other processes. The high pH has to be adjusted downward so as to satisfy discharge requirements. Production of calcium sulfate can be as high as 1.5 pounds (dry weight) per gallon of water ueated. While anhydrous calcium sulfate is not a hazardous material and has some agricultural
uses, the cost of drying and handling the lai'ge amounts of this material generated and a large AMD site costs considerably more than economic values derived from its sale.
INDUSTRIAL APPLICABILITY
This invention is an improved process for treating AMD having high metal sulfide levels.
Anions as well as cation constituents are completely removed thereby providing an advantage over the prior ait wherein anion components are retained in soluble form.
The invention has further use in being a process for treating waste water which avoids the production of large amounts of calcium sulfate which in some processes can be as great as 1.5 lb.s dry weight of calcium sulfate per gallon treated.