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Demin Brochure

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    5946 Ridgedale Drive, Houst on, Texas 77039, USA; Tel: (281) 227-9577, Fax: (281) 227-9578E-mail: [email protected], www.spec-pro.com

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    DEMINERALIZING SYSTEMS

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    Demineralizers

    Demineralizers can produce high-purity water for nearly every use. Deminerlaized water is widely used for h

    pressure boiler feed water and for many process waters. The quality of water produced in comparable to dist

    water, usually at a fraction of the cost. Demineralizers come in a wide variety of sizes. Systems range from labora

    columns that produce only a few gallons per hour to systems that produce thousands of gallons per minute.

    Like other ion exchange systems, demineralizers require filtered water in order to function efficiently. Resin foul

    and degrading agents, such as iron and chlorine should be avoided or removed prior to demineralization. Anion re

    are very susceptible to fouling and attack from the organic materials present in many surface water supplies

    demineralizer does not remove some forms of silica, known as colloidal, or non-reactive. Hot, alkaline boiler w

    dissolves the colloidal material, forming simple silicates that are similar to those that enter the boiler in a soluble fo

    As such, they can form deposits on tube surfaces and volatilize into the steam.

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    REGENERATION CYCLE SAMPLE

    Regeneration Step ElapsedM3per Effluent

    M3per

    Cation Min. Min. cycle From m3/cycle M3/Hr GPM TO

    Displace 60 60 50 Polish 50 50 220 Anion unit

    Backwash 30 90 35 Polish 35 70 308 Waste sump

    Settle 30 120 0 - 0 0 0 -

    Acid Injection 30 150 10 Polish 10 20 88 Waste sump

    Slow Rinse 30 180 10 Polish 10 20 88 Waste sump

    Fast Rinse 60 240 35 Polish 35 35 154 Waste sump

    Total HRS 4

    Total Polish 135 33.75

    Total Waste 100 25

    Regeneration Step ElapsedM3per Effluent

    M3per

    ANION Min. Min. cycle From m3/cycle Hr GPM TO

    Displace 60 60 50 Cation 50 50 220 Treated Tank

    Backwash 30 90 70 Polish 70 70 308 Waste sump

    Settle 30 120 0 - 0 0 0 -

    Acid Injection 30 150 20 Polish 20 20 88 Waste sump

    Slow Rinse 30 180 20 Polish 20 20 88 Waste sump

    Fast Rinse 60 240 35 Polish 35 35 154 Waste sump

    Total HRS 4

    Total Polish 135 33.75Total Waste 100 25

    Regeneration Step ElapsedM3per Effluent

    M3per

    Mixbed Min. Min. cycle From m3/cycle M3/Hr GPM TO

    Displace 15 15 25 Polish 25 100 440

    Backwash 15 30 20 Polish 20 80 352 Waste sump

    Settle 15 45 0 - 0 0 0 -

    Acid Injection 30 75 20 Polish 20 40 176 Waste sump

    Slow Rinse 15 100 20 Polish 20 80 352 Waste sump

    Fast Rinse 20 120 35 Polish 35 462 396.26 Waste sump

    Total HRS 2

    Total Polish 195 97.5

    Total Waste 50 25

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    MIXED BED / SEPARATE BED 18" Dia. 36" Dia. 72" Dia. 96" DiaModel SP-18DM SP-36DM SP-72DM SP-96DM

    ANION/CATION/CAUSTIC

    StrongBase II

    StrongBase I

    StrongBase II

    StrongBase I

    StrongBase II

    StrongBase I

    StrongBase II

    StrongBase I

    SERVICE FLOW RATES (GPM)

    Minimum 5 5 23 23 79 79 168 158

    Normal 15 15 65 60 210 200 450 420

    Maximum 30 23 125 120 350 350 800 800

    ION EXCHANGE DATACation resin/ft3 3 3 14 12 47 40 101 84

    Anion Resin /ft3 4 4 17 18 58 60 123 126

    Nominal total capacity (KGR) 64 48 272 214 928 714 1968 1500

    REGENERANT CHEMICALS

    Cation Resin, lbs 100% HCL 18 18 84 72 282 240 606 504

    Approximate Gal. 30% HCL 6 6 28 24 94 80 202 168

    Anioin Resin, lbs 100% NaOH 32 32 130 144 464 480 984 1008

    Approximate Gal. 50% NaOH 5 5 21.4 22.6 729 75.4 154.6 158.4

    DIMENSIONS

    Column Diameter 18 18 36 36 66 66 96 96

    Straight Side 90 90 96 96 96 96 96 96

    Overall Height 106 106 120 120 130 130 146 146Overall Width 35 35 59 59 89 89 124 124

    Overall Depth 37 37 55 55 86 86 129 129

    CONNECTIONS/ ACCESS SIZES (IN.)

    Inlet Flange 15 1.5 2.5 2.5 4 4 6 6

    Outlet Flange 1.5 1.5 2.5 2.5 4 4 6 6

    Drain Flange 1 1 2 2 4 4 6 6

    Top Access 18 Flg 18 Flg12 x16

    12 x16 12 x 16 12 x 16 12x 16 12 x 16

    Media Removal 14 14 2 NPT 2 NPT 2 NPT 2 NPT 2 NPT 2 NPT

    WEIGHTS (LBS)

    Dry without Resin 770 770 1705 1705 4230 4230 12375 12375

    Operating 1860 1860 6410 6410 21450 21450 48900 48900

    STANDARD VESSEL SIZES

    CAUSTIC VESSEL ACID VESSEL

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    APPLICATION

    ndividual Bed Ion Exchangers consist of in line vessels containing cation and anion

    resins. These units reduce the ionic impurities exchanging positively charged ions for

    hydrogen ions in the cation vessel, and negatively charged ions for hydroxyl ions in

    the anion vessel. The released hydrogen and hydroxyl ions combine to form purewater. Individual bed exchangers are typically capable of producing water quality

    between 20,000 and 500,000 Ohm-cm, depending on feedwater quality and resin

    selection. Each resin vessel has a finite capacity for removing positively or

    negatively charged ions. After each processed batch, the cation vessel of the separate

    bed exchanger is regenerated using an acid solution, while the anion vessel is

    regenerated using a caustic solution.

    APPLICATION

    A mixed bed exchanger has both cation and anion resin mixed together in a single

    vessel. As water flows through the resin bed, the ion exchange process is repeated

    many times, polishing the water to a very high purity. During regeneration, the

    resin is separated into distinct cation and anion fractions. The resin is separated by

    backwashing, with the lighter anion resin settling on top of the cation resin.

    Regenerate acid is introduced through the bottom distributor, and caustic is

    ntroduced through distributors above the resin bed. The regenerate streams meet

    at the boundary between the cation and anion resin and discharge through a

    collector located at the resin interface. Following regenerant introduction and

    displacement rinse, air and water are used to mix the resins. Then the resins are

    rinsed, and the unit is ready for service.

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    Demineralization

    Softening alone is insufficient for most high-pressure boiler

    eed waters and for many process streams, especially those

    used in the manufacture of electronics equipment. In

    addition to the removal of hardness, these processes require

    emoval of all dissolved solids, such as sodium, silica,

    alkalinity, and the mineral anions (C1-, SO42-and NO3

    -).

    Demineralization of water is the removal of essentially all

    norganic salts by ion exchange. In this process, strong acid

    cation resin in the hydrogen form converts dissolved salts

    nto their corresponding acids, and strong base anion resin in

    he hydroxide form removes these acids. Demineralization

    produces water similar in quality to distillation at a lower

    cost for most fresh waters.

    Principles of Demineralization

    A demineralizer system consists of one or more ion exchange resin columns, which include a strong acid cation, u

    and a strong base anion unit. The cation resin exchanges hydrogen for the raw water cations. A measure of the

    concentration of the strong acids in the cation effluent is the free mineral acidity (FMA). In a typical service run

    FMA content is stable most of the time

    cation exchange were 100% efficient,

    FMA from the exchanger would be equ

    the theoretical mineral acidity (TMA) of

    water. The FMA is usually slightly lo

    than the TMA because a small amoun

    sodium leaks through the cation exchan

    The amount of sodium leakage dependthe regenerant level, the flow rate, and

    proportion of sodium to the other cation

    the raw water. In general, sodium lea

    increases as the ratio of sodium to t

    cations increases.

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    Effluent silica and conductivity are

    mportant parameters to monitor during a

    demineralizer service run. Both silica and

    conductivity are low at the end of the fast

    inse. When silica breakthrough occurs at

    he end of a service run, the treated water

    silica level increases sharply. Often, theconductivity of the water decreases

    momentarily then rises rapidly. This

    emporary drop in conductivity is easily

    explained. During the normal service run,

    most of the effluent conductivity is

    attributed to the small level of sodium

    hydroxide produced in the anion

    exchanger. When silica breakthrough

    occurs, the hydroxide is no longer

    available, and the sodium from the cation exchanger is converted to sodium silicate, which is much less conduc

    han sodium hydroxide.

    When the end of a demineralizer run is detected, the unit must be removed from service immediately. If

    demineralizer is allowed to remain in service past the breakpoint, the level of silica in the treated water can rise ab

    hat of the influent water, due to the concentrating of silica that takes place in the anion resin during the service

    Strong base anion exchangers are regenerated with a 4% sodium hydroxide solution. As with cation regeneration

    elatively high concentration of hydroxide drives the regeneration reaction. To improve the removal of silica from

    resin bed, the regenerate causti

    usually heated to 120 F or to

    temperature specified by the r

    manufacturer. Silica removal is

    enhanced by a resin bed preheat

    before the introduction of w

    caustic.

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    As a cation exchange unit nears

    exhaustion, FMA in the effluent

    drops sharply, indicating that the

    exchanger should be removed from

    service. At the time the resin should

    be regenerated with an acid solution,

    which returns the exchange sites tohe hydrogen form. Sulfuric acid is

    normally used due to its affordable

    cost and its availability. However,

    mproper use of sulfuric acid can

    cause irreversible fouling of the resin

    with calcium sulfate. To prevent the

    occurrence, the sulfuric acid is

    usually applied at a high flow rate (1

    gpm per square foot of resin) and an

    nitial concentration of 2% or less.

    Some installations use hydrochloric acid for regeneration. This necessitates the use of special materials of construc

    n the regenerant system. As with sodium zeolite unit, an excess of regenerant (sulfuric or hydrochloric acid

    equired up to three times the theoretical dose. To complete the demineralization process, water from the cation

    s passed through a strong base anion exchange resin in the hydroxide form. The resin exchanges hydrogen ions

    both highly ionized mineral ions and the more weakly ionized carbonic and silicic acids.

    Demineralization completely removes the cations and anions from the water. In reality, because ion exchange react

    are equilibrium reactions, some leak

    occurs. Most leakage from cation uni

    sodium. This sodium leakage is conve

    to sodium hydroxide in the anion u

    Therefore, the effluent pH of a two

    cation-anion demineralizer system

    slightly alkaline. The caustic produce

    the anions causes a small amount of

    leakage. Demineralization using st

    anion resins removes silica as well as o

    dissolved solids. Effluent silica as we

    other dissolved solids.

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    Operational Problems

    Changes in raw water quality have a significant

    mpact on both the run length and the effluent

    quality produced by an ion exchange unit.

    Although most well waters have a consistent

    quality, most surface water compositions vary

    widely over time. A 10% increase in the hardness

    of the water to a sodium zeolite softener causes a

    10% decrease in the service run length. An

    ncrease in the ratio of sodium to total cations

    causes increased sodium leakage from a

    demineralizer system. Regular chemical analysis

    of the influent water to ion exchangers should be

    performed to reveal such variations.

    Other causes of ion exchange operational problems include:

    Improper regenerations, caused by incorrect regenerant flows, times, or concentrations. Manufactu

    recommendations should be followed when regenerating ion exchange resins.

    Channeling, resulting from either high or low flow rates, increased suspended solids loading or p

    backwashing. This causes premature exhaustion even when much of the bed is in a regenerated state.

    Resin fouling or degradation, caused by poor-quality regenerant.

    Failure to remove silica from the resin, which can result from low regenerant caustic temperature. This can

    to increased silica leakage and short service runs. Excess contaminants in the resin, due to previous opera

    past exhaustion loads. Because the resin becomes loaded with more contaminants than a normal regeneratio

    designed to remove, a double regeneration is required following an extended service run.

    Leaking valves, which cause poor quality effluent and prolonged rinses.

    Broken or clogged distributor, which leads to channeling.

    Resin loss, due to excessive backwashing or failure in the under drain screening or support media.

    Cation resin in the anion unit, causing extended rinse times and sodium leakage into the demineralized water Instrumentation problems, such as faulty totalizers or conductivity meters, which may indicate a problem w

    none exists, or may introduce poor quality water to service. Instrumentation in the demineralizer area shoul

    checked regularly.

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    Equipment and Operation

    The equipment used for cation-

    anion demineralization is similar to

    hat used in zeolite softening. The

    primary difference is that the

    vessels, valves, and piping must be

    made of (or limed with) corrosion-

    esistant materials. Rubber and

    polyvinyl chloride (PVC) are

    commonly used for ion exchange

    vessel linings. The controls and

    egenerant systems for

    demineralizer are more complex, to

    allow for such enhancements as

    stepwise acid and warm caustic

    egenerations.

    The water used for each step

    anion resin regeneration should

    free from hardness, to preprecipitation of hardness alts I

    alkaline anion resin bed. Continu

    conductivity instruments and s

    analyzers are commonly used

    monitor anion effluent water qu

    and detect the need for regenera

    In some instances, conduct

    probes are placed in the resin

    above the under drain collector

    detect resin exhaustion before s

    breakthrough into the treated w

    occurs.

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    QUALITY BY DESIGN

    Separate Bed Ion Exchanger is designed to

    provide reliable service and long operation life.

    During the development of this product, strict

    attention is paid to ease of use and serviceability.Our successful integration of these design

    philosophies enablesSPECto offer a product serieswith excellent value, while helping our customers to

    reduce installation, commissioning and operating

    costs. Hydrostatic and factory testing of each unit

    prior to shipment permits quality performance when

    placed in operation. Units are delivered pre-

    assembled and ready for resin loading.

    VESSELS

    Vessels are constructed of carbon steel and are rated for 100 psig. Each is designed with structural steel channel

    and bolt-down footpads. These rugged construction features assure long product life and makeSPEC Ion Exchansuitable for Seismic Zone IV applications. To simplify installation all vessels in the series are designed with lif

    ugs. Units are supplied with full size flanged and gasketed top manways to allow complete access to vessel inte

    for the purpose of applying and inspecting internal coatings. Vessels come standard with a media removal por

    simplify resin replacement and a sight glass to permit checking resin level and condition. Both vessels are mounted

    a rugged unitized base.

    PLC CONTROLLED PROCESS

    Ion Exchangers are controlled with

    programmable logic control panels. Process is

    monitored through a HMI (Human Machine Interface)

    unit. Errors and alarms are displayed on the control

    panel to alert the operator.

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    Selection of material is the most important step in the construction of a demineralizing system. SPECs stand

    material of consruction exceed the requirements of most major engineering firms and we provide them

    competitive prices. Look carefully at our above-standard specifications:

    All stainless steel external piping, welded contruction.

    All stainless steel NEMA 4X electrical enclosures.

    All stainless steel conteruction of internal piping systems.

    All stainless steel construction of small skid and supprt bra

    structural members.

    All stainless steel instrument tubing and tubing support tray

    ASME code, rubber-lined ion exchange vessels.

    All carbon steel surfaces coated with premium-grade phen

    epoxy.

    Equipment size based on resin capacities derated

    compensate for anticipated capacity loss 20 25%.

    Corrosion-free, structurally sound equipment designed

    reduce downtime and maintenance cost.


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