A-850 Strong Base Type I Acrylic Anion Exchange Resin (For use in demineralization of water contianing organic matter)

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ION EXCHANGE RESINS A-850 Strong Base Type I Acrylic Anion Exchange Resin (For use in demineralization of water contianing organic matter) Technical Data PRODUCT DESCRIPTION Purolite A-850 is a gel-type I strong base anion exchange resin with an acrylic matrix. The acrylic matrix ensures excellent removal of organic matter from a water supply in conjunction with its reversible removal upon regeneration. This resin is regenerated very efficiently with lower levels of sodium hydroxide than those required for a polystyrene based type I resin, and yet it has a comparable ability to remove weaker acids including carbonic acid and silica. Its use in combination with a polystyrene based resin (for instance in a mixed bed positioned after the anion unit) can often result in the removal of a wider spectrum of organic compounds than either type of anion resin alone. Typical Physical & Chemical Characteristics Polymer Matrix Structure Crosslinked Gel Acrylic Physical Form and Appearance Transparent White Spherical Beads Whole Bead Count 95% min. Functional Groups Quaternary Ammonium Ionic Form, as shipped Cl - Shipping Weight (approx.) 720 g/l (45 lb/ft 3 ) Screen Size Range: - U.S. Standard Screen 16-50 mesh, wet Particle Size Range +1.2 mm <5%, -0.3 mm <1% Moisture Retention, Cl - form 57-62% Irreversible Swelling 10% max. Reversible Swelling Cl - OH - 15% max. Specific Gravity, moist Cl - Form 8 Total Exchange Capacity, Cl - form, 1.25 eq/l min. Operating Temperature, Cl - Form 40ºC (100ºF) max. ph Range, Stability No Limitations Page 1 of 10

Standard Operating Conditions (Co-Current Regeneration) Operation Rate Solution Minutes Amount Service 8-24 BV/h Decationized water per design per design 1-3 gpm/ft 3 Backwash Refer to Fig. 2 Decationized water 5-20 1.5-6 BV 20ºC 10-35 gal/ft 3 (70ºF) Regeneration 4-8 BV/h 2-8% NaOH 30-45 50-150 g/l 0.5-1 gpm/ft 3 4-10 lb/ft 3 Rinse, (slow) 4-8 BV/h Decationized water 60 approx. 2-4 BV 0.5-1 gpm/ft 3 15-30 gal/ft 3 Rinse, (fast) 8-24 BV/h Decationized water 15-40 To desired 3-6 BV 1-3 gpm/ft 3 end point 25-45 gal/ft 3 Backwash Expansion to 75% Design Rising Space 100% Minimum bed depth 700 mm (27.5 in) "Gallons" refer to U.S. Gallon = 3.785 litres REGENERATION Purolite A-850 is supplied in the chloride form and before use must be regenerated with a good grade of sodium hydroxide. A double regeneration is recommended for the first cycle. The conditions for standard regeneration are given in the table above. Where the silica content is high it is recommended that the temperature and (if necessary) the quantity of sodium hydroxide are elevated, in order to prevent build-up of silica. However the maximum operating temperature given under Product Description should not be exceeded. Operation at a temperature of 5 C below the maximum is usually adequate to ensure efficient silica removal. Standard Operating Conditions (Counter Current Regeneration) Operation Rate Solution Minutes Amount Service 8-40 BV/h Decationized water per design per design 1-5 gpm/ft 3 Regeneration Refer to Fig. 2 2-4% NaOH 30-60 48-104 g/l (CCR) 3-6.5 lb/ft 3 Rinse, (slow) 2-4 BV/h Decationized water 30-60 2-4 BV (CCR) 0.25-0.5 gpm/ft 3 15-30 gal/ft 3 Rinse, (fast) 10-40 BV/h Decationized water 20-40 8-10 BV (service flow) 1.25-5 gpm/ft 3 60-75 gal/ft 3 Backwash Expansion to 75% Design Rising Space 100% Minimum bed depth 1200 mm (48 in) "Gallons" refer to U.S. Gallon = 3.785 litres Page 2 of 10

OPERATING CAPACITY The Operating Capacity of Purolite A-850 is a function of a number of variables including the quantity and temperature of regenerant, the percentage of sulphate to total anions, the silica to total anions in the feed solution, the flow rate and the mode of regeneration (co-current or counter current). Figures 3 through 6 give curves for the calculation of operating capacity and silica leakage using co-current regeneration, and Figures 7 through 10 give similar curves for counter-current regeneration. Figures 10 and 11 give corrections applicable to both regeneration modes. An example of how to use the curves: If the regeneration mode, level and service flow rate are known, the capacity and leakage curves with their correction factors may be used directly to determine the operating capacity of the resin in the unit and the silica residual in the treated water. INFLUENT WATER ANALYSIS TREATMENT ppm as CaCO 3 Total Anions % Cl 50 45 SO 4 50 45 HCO 3 5 5 SiO 2 5 5 Total 110 100 CAPACITY CALCULATION Regeneration with NaOH at Countercurrent flow at temperature Flow rate Sodium leakage End point SiO 2 leakage SILICA LEAKAGE : 96 g/l : 30 C (86 F) : 16 BV/h : 40 ppb : 100 ppb For regeneration level of 96 g/i NaOH at 45% SO 4, base capacity (C B ) = 9 eq/l (counter-current, Fig. 7) Correction factor for regeneration temperature (with reference to % silica to total anions Fig. 9) C 1 = 6 Correction factor for silica end-point leakage of 100 ppb, (Fig. 11) C 2 = 7 Hence operating capacity = C B x C 1 x C 2 9 x 8 x 7 = 5 eq/l Applying the customary engineering design factor of, the operating capacity obtainable = 5 x = 7 eq/l Base silica leakage BS for 96 g NaOH/l at 5% SiO 2 /Total Anions = 3 ppb (Fig. 8) Correction factor for Na leakage K 1 = 8 (Fig. 10) Correction factor for regeneration temperature K 2 = 8 (Fig. 12) Operational silica leakage (TS) = BS/(K 1 x K 2 ) = 3/(8 x 8) = 3.5 ppb PLANT DESIGN If the operating capacity for throughput purposes depends upon the required silica leakage, the base silica leakage BS should first be calculated by correcting the total silica leakage TS using the correction factors K 1 for sodium leakage of the cation unit from Fig. 6 (co-current) or Fig 10 (counter-current) and K 2 for temperature of regeneration (Fig. 12). BS = TS x K 1 x K 2 From Fig. 4 or Fig. 8, as appropriate, the quantity of regenerant needed to achieve the required silica leakage BS may be determined. The capacity obtainable at the given regeneration level is then found from Figs. 3 or 7 respectively. Resin volume should be calculated in order that the flow rate and the cycle time are satisfactory. The matching of the cation and anion plant may be done in the usual way. Where leakage of silica is not important, base operating capacity curves may be used directly. In doing so the maximum correction factor C 2 from Fig. 11 (5) should be used. Page 3 of 10

REGENERATION COUNTER-CURRENT MODE To obtain the lowest concentrations of silica in the treated water, Purolite A-850 should be regenerated with sodium hydroxide of a good grade. To fully utilize the high capacity and prevent the build-up of any unwanted contaminants it is preferable to use at least 48 g NaOH/liter (3 lbs/ft 3 ) of resin. Above this level the quantity is chosen according to the operating capacity required, as given in Fig. 7. The rinse at the slow flow rate performs a double function. As well as serving as the regenerant displacement, it also ensures satisfactory elution of organic matter particularly if the period is extended to approximately one hour. This procedure can also improve the efficiency of the final rinse. Care should be taken that good quality decationized water is used for rinsing, thus avoiding the possibility of contamination of the freshly regenerated resin at the outlet of the bed. When using the correct procedures the rinse characteristics closely approach those of polystyrene resins. HYDRAULIC CHARACTERISTICS The pressure drop (or headloss) across a properly classified bed of ion exchange resin depends on the particle size distribution, bed depth, and void volume of the exchange material as well as on the flowrate and viscosity (and hence on the temperature) of the influent solution. Factors affecting any of these parameters, for example the presence of particulate matter filtered out by the bed, abnormal compressibility of the resin, Or the incomplete classification of the bed will have an adverse effect and result in an increased headloss. Depending on the quality of the influent water, the application and the design of the plant, service flow rates may vary from 8-40 bed volumes/hour. Typical pressure drop data is given in Fig. 1. Fig. 1 PRESSURE DROP VS FLOW RATE Fig. 2 BACKWASH EXPANSION FLOW RATE, U.S. gpm/ft 2 FLOW RATE, U.S. gpm/ft 2 PRESSURE DROP, kg/cm 2 /m of bed depth 0.4 0.2 8 16 24 5 C (41 F) 10 C (50 F) 20 C (68 F) 25 C (77 F) 4 3 2 1 PRESSURE DROP, psi/ft of bed depth BED EXPANSION, Percent 100 50 2 4 6 8 5 C (41 F) 10 C (50 F) 20 C (68 F) 25 C (77 F) 0 20 40 60 80 FLOW RATE, m/h 5 10 15 20 FLOW RATE, m/h During upflow backwash, the resin bed should be expanded in volume by between 50 and 70%. This operation will free it from any particulate matter, clear the bed of bubbles and voids, and reclassify the resin particles, ensuring minimum resistance to flow. Bed expansion increases with flow rate and decreases with temperature, as shown in Fig. 2 for the exhausted form of the resin. Care should always be taken to avoid resin loss by over-expansion of the bed. Page 4 of 10

Conversion of Units 1 m/h (cubic meters per square meter per hour) = 0.341 gpm/ft 2 = 0.409 U.S. gpm/ft 2 1 kg/cm 2 /m (kilograms per square cm = 4.33 psi/ft per meter of bed) = 3 atmos/m = 10 ft H 2 O/ft Purolite A-850 is particularly recommended where the water to be treated is high in organic matter. Many surface waters have high levels which are subject to seasonal variation. Such organic compounds require excess sodium hydroxide for their effective removal. Resins with a polystyrene matrix have a high selectivity for these contaminants and can eventually become irreversibly fouled and/or require frequent cleaning with alkaline brine solutions. Changes of regeneration level on a seasonal basis to cope with such difficulties are not often practical and operating performance can deteriorate prematurely. The acrylic matrix of Purolite A- 850 has excellent kinetics for the uptake of such organic matter, which adequately compensates for the lower selectivity. The advantage of the lower selectivity is found in the regeneration, where removal is more efficient and hence resin fouling is considerably reduced. Occasional cleaning with alkaline brine will ensure that performance is maintained even where seasonal variation in the organic matter content exists. The more flexible resin structure also provides for good efficiency of regeneration of the anions of salts PROPERTIES OF STRONGLY BASED ACRYLIC RESINS removed by demineralization. Indeed this removal is equal to that found for type 2 strong base anion (SBA) resins. Furthermore the uptake of weak acids such as carbonic acid and silica (as mentioned earlier) are comparable to that of conventional polystyrene type I SBA resins. The typical order of selective uptake of these ions is as follows: SiO 2 < HCO 3 < Cl < NO 3 < SO 4 Also, the divalent sulphate ion is (as usual) more efficiently regenerated. Hence a correction to operating capacity has to be made for changing sulphate/total anions ratio in the feed. This is covered more fully later under operating performance. Another benefit of Purolite A-850 is its efficiency for silica removal (comparable to a conventional type I SBA resin). Hence low leakage levels can be combined with high operating capacity. APPLICATIONS As can be seen from the above, the main use of Purolite A-850 is in the demineralization of water high in organic matter when it is placed following a strong acid cation resin. As a result of its high regeneration efficiency it may be used to replace a conventional weak/strong base resin pair. The weak base resin would normally protect the conventional SBA resin from organic fouling. Such protection may no longer be a requirement. For the same reasons it is often possible to dispense with an organic trap resin as a pretreatment. Purolite A-850 may be used in conjunction with styrene resins which, for example may be placed in mixed beds after the acrylic anion unit. In this way a wider spectrum of organics is removed and such systems provide a more consistent protection for the mixed bed over a longer period of operation. Color removal from various solutions may also be achieved using Purolite A-850, however the macroporous counterpart Purolite A-860 is generally recommended where colour bodies including ones of high molecular weight are present, as for example in the refining of sugar solutions. Page 5 of 8

PUROLITE A-850, CO-CURRENT REGENERATION Fig. 3 OPERATING CAPACITY Fig. 4 SILICA LEAKAGE 1.2 160 25 1.1 140 BASE OPERATING CAPACITY, eq/l 0.5 100% 0% OF SULPHATE 20 15 OPERATING CAPACITY, Kgr/ft 3 SILICA LEAKGE, ppb SiO 2 120 100 80 60 40 20 5% SiO 2 10% 30% 10 0.4 2 4 6 8 lbs/ft 3 32 64 96 128 g/l REGENERATION LEVEL NaOH 2 4 6 8 lbs/ft 3 32 64 96 128 g/l REGENERATION LEVEL NaOH Fig. 5 CORRECTION FACTOR FOR TEMPERATURE OF REGENERANT Fig. 6 CORRECTION FACTOR FOR SODIUM LEAKAGE 50 60 70 80 90 F CORRECTION FACTOR, C 1 0% 5% 10% SILICA SODIUM LEAKAGE FACTOR, K 1 5 10 15 20 25 30 35 C 1 400 800 1200 1600 1800 2200 TEMPERATURE SODIUM LEAKAGE ppb Na Page 6 of 10

PUROLITE A-850, COUNTER-CURRENT REGENERATION Fig. 7 OPERATING CAPACITY Fig. 8 SILICA LEAKAGE 1.2 160 25 1.1 140 BASE OPERATING CAPACITY, eq/l 0% 100% OF SULPHATE 20 15 SILICA LEAKGE, ppb SiO 2 120 100 80 60 40 SiO 2 0.5 0.4 10 2 4 6 8 lbs/ft 3 20 10% 5% 2 4 6 8 lbs/ft 3 32 64 96 128 g/l 32 64 96 128 g/l REGENERATION LEVEL NaOH REGENERATION LEVEL NaOH Fig. 9 CORRECTION FACTOR FOR TEMPERATURE OF REGENERANT Fig. 10 CORRECTION FACTOR FOR SODIUM LEAKAGE 50 60 70 80 90 F 0 CORRECTION FACTOR, C 1 5% 10% SiO 2 SODIUM LEAKAGE FACTOR, K 1 5 0 5 5 10 15 20 25 30 35 C 0 1 100 200 300 400 500 600 TEMPERATURE SODIUM LEAKAGE ppb Na Page 7 of 10

PUROLITE A-850, CO- AND COUNTER-CURRENT REGENERATION Fig. 11 CORRECTION FACTOR FOR SILICA END-POINT LEAKAGE Fig. 12 SILICA LEAKAGE CORRECTION FACTOR FOR TEMPERATURE OF REGENERANT 1.10 70 80 90 C SODIUM LEAKAGE FACTOR, C 2 5 0 5 SODIUM LEAKAGE FACTOR, K 2 5% SiO 2 10% 0 1 100 200 300 400 500 600 20 25 30 35 C SILICA LEAKAGE ppb ABOVE AVERAGE LEVEL TEMPERATURE OF REGENERATION Page 8 of 10

NOTES Page 9 of 10

ION EXCHANGE RESINS WORLDWIDE OFFICES USA: www.puroliteusa.com International: www.purolite.com U.S.A. The Purolite Company 150 Monument Road Bala Cynwyd, PA 19004 Phone: (1) 610-668-9090 Toll Free: 800-343-1500 Telefax: (1) 610-668-8139 Email: sales@puroliteusa.com TEXAS The Purolite Company 1700 West Loop South Suite 740 Houston, TX 77027 Toll Free: 800-562-6488 Telefax: (1) 713-627-7890 CANADA The Purolite Company 625 Wabanaki Drive Unit #2 Kitchener, Ontario N2C 2G3 Toll Free: 800-461 -1500 or (1) 519-896-6674 Telefax: (1) 519-896-6679 UNITED KINGDOM Purolite International Limited Kershaw House Great West Road Junction with Lampton Road Hounslow, TW5 OBU Sales Phone: (44) 181-570-4454 Telefax: (44) 181-572-7726 European Marketing Phone: (44) 181-577-1222 Telefax (44) 181-577-1136 GERMANY Purolite Deutschland GmbH Harkort Strasse 25 40880 Ratingen Phone: (49) 2102-46033 Telefax: (49) 2102-443663 FRANCE Purolite International SARL 34 Avenue Matignon 75008 Paris Phone: (33) 1-4256-4563 Telex: 648856 Telefax: (33) 1-4563-3826 SPAIN Purolite Iberica S.A. Parc Tecnologic del Valles Centre Empreses Noves Tecnologies 08290 Cerdanyola del Valles (Barcelona) Phone: (34) 3-582-0266 Telefax: (34) 3-582-0268 EGYPT Purolite International Middle East Cairo Liaison Office 12 Obour Gardens Fifth Floor, App. No. 55 Salah Salem Street Nasr City, Cairo Phone: (20) 2-4021477 Telefax: (20) 2-4021478 ITALY Purolite International S.r.l. Viale Coni Zugna 29 20144 Milan Phone: (39) 02-481-8145 Telefax: (39) 02-4801-2359 ROMANIA Purolite Romania International Business Center Modern B-dul Carol I No. 34-36 5th Floor Bucharest, Sector 2 Phone: (40) 1-250-5053/5028 Telefax: (40) 1-250-5999 POLAND Head Office Radus Spolka z o.o. ul Przebendowskich 33 81-543 Gdynia Phone/Fax (48) 58-6248118 GLIWICE Radus Spolka z o.o. ul Górnych Walów 25 44-100 Gliwice Phone: (48) 32-315-931 Telefax: (48) 32-315-931 SLASK Radus Spolka z o.o. ul 3 Maja 3/33 32-600 Oswiecim Phone: (48) 33-425-603 Telefax: (48) 33-425-603 CZECH & SLOVAK REPUBLICS Purolite International Nad Mazankou 17 182 00 Prague 8 Phone: (420) 2-688-1086 Telefax: (420) 2-688-1086 RUSSIA Head Office Purolite International 10th Floor 36 Lyusinovskaya Street Moscow Phone: (7) 095-564-8120 Telefax: (7) 095-564-8121 ST. PETERSBURG Purolite International Limited 12 Building A Tambovskaya St. St. Petersburg 192007 Russian Federation Phone: (7) 812-327-8530 Telefax: (7) 812-327-9079 KAZAKHSTAN Purolite RH Limited Office 205 240 Dostyk AV. Almaty 480051 Phone: (7) 3272-641-234 Telefax: (7) 3272-641-234 SINGAPORE Purolite International (Singapore) PTE Limited 32-04 The Concourse 300 Beach Road, 199555 Phone: (65) 297-0889 297-1453 Telefax: (65) 297-1986 CHINA Head office Purolite (China) Company, Ltd. Chengguan Town Deqing County Zhejiang Province 313200 Phone: (86) 572-842-2908 Telefax: (86) 572-842-3954 TAIWAN Purolite International 16F-2, No. 191 Fu-hsing N. Road,Taipei Phone: (886) 2-546-7078 Telefax: (886) 2-546-7069 MEXICO Purolite International, S.A. De C.V. World Trade Center Montecito 38, Piso 33,Oficina-19 Mexico D.F. 03810 Phone: (52) 5-488-0904 Telefax: (52) 5-488-0906 UKRAINE Purolite International Limited 2 Korolenko Street. Dnepropetrovsk 320070 Phone: (38) 0562-320-065 0562-320-066 Telefax: (38) 0562-320-067 KOREA Purolite International (Korea) LLC Dae Yeon Bldg., Suite 403 943-30 Daechi-dong Kangnam-gu, Seoul Phone: (82) 2-3453-7062/7063 Telefax: (82) 2-3453-7064 All suggestions and recommendations given above concerning the use of Purolite products are based on tests and data believed to be reliable. However, as Purolite cannot control the use of its products by others, no guarantee is either expressed or implied by any such suggestion or recommendation by Purolite nor is any information contained in this leaflet to be construed as a recommendation to infringe any patent currently valid. A-850/1299/SOP