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Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering 17 April 2010
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Page 1: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Desalination Using Looped Ion Exchange

By Karla MontemayorMentor: Dr. Wendell Ela

University of Arizona Department of Chemical and Environmental

Engineering17 April 2010

Page 2: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Research Objective •Prove that Ion Exchange works as a pre-treatment to Reverse Osmosis

•Show that the Ion Exchange column can be regenerated

•Show that the Regenerant can be recycled

Page 3: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Tucson Water Sources and Demand Projections

0

50

100

150

200

250

300

350

400

450

500

1984 1989 1994 1999 2004 2009 2014 2019 2024Year

Su

pp

ly (

1000

s o

f A

F)

Incidental Reuse

CAP Delivery

Renewable Groundwater

Water Reuse

Total Demand

Page 4: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

CAP water contains a high concentration of ions

The Problem At Hand

Water Quality Constituent

Mean Well Water

CAP Water

Total Dissolved Solids (mg/L) 179 806 Hardness (mg/L CaCO 3) 96 322

Sodium (mg/L) 24 102 Calcium (mg/L) 31 75

Magnesium (mg/L) 5 31 Barium (mg/L) < 0.01 0.15

Strontium (mg/L) < 0.1 1 Chloride (mg/L) 13 94 Sulfate (mg/L) 26 256

Alkalinity (mg/L HCO 3̄ ) 103 119 Total Organic Carbon (mg/L C) < 1 3.1

Page 5: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

What is Reverse Osmosis?In Reverse Osmosis, high pressure forces water to pass through porous membranes that filter out particles and ions.

ConcentratedSalts

FEEDFLOW

H2OH2O

H2O

H2O Mg

Cl

Fe++

HCO3 Ca

SO4

++

++

H2O H2OH2O

H2O H2OH2O

Permeate

Na+ ConcentratedSalts

FEEDFLOW

H2OH2O

H2O

H2O Mg

Cl

Fe++

HCO3 Ca

SO4

++

++

H2O H2OH2O

H2O H2OH2O

H2O H2OH2O

H2O H2OH2O

Permeate

Na+

Page 6: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

RO Membrane Fouling• Scaling due to Barium(Ba) and Calcium(Ca) ions• Build-up of clay and other organics

Only 85% Water Recovery• 163 Billion Gallons Water Loss/Year• $165 Million/Year

Drawbacks to Reverse Osmosis

How Does Ion Exchange Help?As a pre-treatment to RO, Ion Exchange(IX) can remove most of the ions thereby prolonging the life of the RO membrane and reducing costs and water loss.

Page 7: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

How Ion Exchange Works

Polymer resin beads trap ions in their pores and release them when exchanged for other ions

Page 8: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Implemented Model

1. CaCl2 solution loads IX

column with Ca+ ions in

exchange for Na+ ions 2. Regenerant(brine

solution) loads column with Na+

ions in exchange for Ca+

ions

Experiment only modeled removal of calcium ions

Page 9: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Implemented ModelBefore titration with EDTA

After titration with EDTATitrate Samples of:

1. CaCl2 solution before IX2. CaCl2 solution after IX3. Regenerant after IX

Equation to Calculate Mass of Calcium in CaCl2

solution and Regenerant:

Page 10: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Implemented ModelSoftening of Regenerant when IX column falls below 85% capacityAddition of NaOH and Na2CO3 to Regenerant

causes precipitation of CaCO3

Vacuum Filtration of Regenerant removes CaCO3 precipitate from solution

CaCO3 Precipitate

Page 11: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 170.600000000000001

0.700000000000001

0.800000000000001

0.900000000000001

1

1.1 Purolite Resin Capacity vs. Cycle

Cycle #

Res

in C

apac

ity

3 4 5 6 7 8 9 10 11 12 13 14 15 16 170.05

0.1

0.15

0.2

0.25

0.3

0.35Ca Accumulation in Regenerant

Cycle #

Ca

A

ccu

mu

lati

on

(E

q)

Load Solution: 11g CaCl2/L, Regenerant: 100g NaCl/L Baseline =

maximum calcium column canholdResin Capacity

=

Page 12: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

0 1 2 3 4 5 6 7 8 9 10 11 12 13 140.45

0.55

0.65

0.75

0.85

0.95

1.05USA Resin Capacity vs. Cycle

Cycle #

US

A R

esi

n C

ap

aci

ty

0 1 2 3 4 5 6 7 8 9 10 11 12 13 140.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4 Ca Accumulation in Regenerant

Cycle #

Ca

Acc

um

ula

tio

n

(Eq

)

Load Solution: 11g CaCl2/L, Regenerant: 100g NaCl/L

Resin Capacity =

Page 13: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

0 1 2 3 4 50.05

0.15

0.25

0.35

0.45

0.55

Cycle #

Ca

Acc

um

ula

tio

n

(Eq

)

0 1 2 3 4 5 6 7 8 9 10 11 120.750000000000001

0.800000000000001

0.850000000000001

0.900000000000001

0.950000000000001

1

1.05(11g)-Resin Capacity vs. Cycle

Cycle #

Re

sin

Ca

pa

city

Load Solution: 11g CaCl2/L, Regenerant: 400g NaCl/4L

Resin Capacity =

Page 14: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

0 1 2 3 4 5 6 7 8 9 10 11 120.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16Ca Accumulation in Regenerant

Cycle #

Ca

Acc

um

ula

tio

n

(Eq

)

0 1 2 3 4 5 6 7 8 9 10 11 120.965000000000001

0.975000000000001

0.985000000000001

0.995000000000001

1.005(2g)-Resin Capacity vs. Cycle

Cycle #

Re

sin

Ca

pa

city

Load Solution: 2g CaCl2/L, Regenerant: 400g NaCl/4L

Resin Capacity =

Page 15: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

Future Goals

•Remove other ions such as Barium and Magnesium

•Design and apply model of removing other ions from Regenerant

Page 16: Desalination Using Looped Ion Exchange By Karla Montemayor Mentor: Dr. Wendell Ela University of Arizona Department of Chemical and Environmental Engineering.

• Special Thanks to Dr. Wendell Ela, Dr. Barron Orr,

Ornella Nkurunziza, and Justin Nixon (U of A)

Questions?Acknowledgements:


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