zero liquid discharge desalination
DESCRIPTION
Zero Liquid Discharge Desalination. Rick Bond, Vasu Veerapaneni. Concentrate Management Options. Direct discharge to surface water. Discharge to POTW. Underground injection. Zero Liquid Discharge . Discharge options. Where discharge is constrained or restricted. - PowerPoint PPT PresentationTRANSCRIPT
Zero Liquid Discharge Desalination
Rick Bond, Vasu Veerapaneni
CONCENTRATE MANAGEMENT OPTIONS
• Direct discharge to surface water.• Discharge to POTW.• Underground injection.
• Zero Liquid Discharge.
Discharge options
Where discharge is constrained or restricted
2
MOTIVATION TO TREAT AND RECOVER CONCENTRATE
• Discharge options that do not remove salt from the water cycle are unsustainable.
• Viewed as a resource rather than waste, concentrate can be treated to recover potable water and salt products.
• Complete treatment to recover all of the concentrate as potable water is referred to as Zero Liquid Discharge (ZLD) desalination.
3
ESTABLISHED ZLD TECHNOLOGIES ARE EXPENSIVE
• Thermal desalination – expensive and energy intensive.
Evaporation ponds – expensive, require large land areas, and evaporated water is a lost resource.
4
NEW ZLD APPROACHES HAVE FOUR BASIC STEPS
Product Water
salts
salts
PrimaryDesalination
Concentrate Treatment
SecondaryDesalination
Final ZLDEvaporation
Concentrate
5
Recovery in RO is limited by sparingly soluble salts
Concentrate is treated to remove salts Allowing
further recovery by desalination
COSTS ARE MINIMIZED BY MAXIMIZING RECOVERY IN SECONDARY DESALINATION
Product Water
salts
salts
PrimaryDesalination
Concentrate Treatment
SecondaryDesalinationConcentrate
Final ZLDEvaporation
$2 -$3 /kgal
$13 /kgal
6
TECHNOLOGY OPTIONS
ROElectro-dialysis Reversal
Electro-dialysis Metathesis
Vibratory Shear Enhanced Process
Forward Osmosis
Membrane Distillation
Thermo- Ionic Desalination
Capacitative Distillation
Seco
ndar
y De
salin
atio
n
Chemical Softening
Fluidized Bed Crystallizer
MIEX Ion Exchange Coagulation Activated
Alumina Biological
Conc
entra
te
Trea
tmen
t
Thermal Evaporation Pond
Salt Gradient Solar Pond
Wind aided intensified evaporation (WAIV)
Dew-vaporation Turbomister
Fina
l ZLD
Ev
apor
atio
n
7
RECOVERY IN SECONDARY DESALINATION IS LIMITED BY MEMBRANE FOULING
• Inorganic scalants - CaCO3, BaSO4, CaSO4, SiO2.
• Natural organic matter (NOM).
• Fouling potential of NOM is increased by complexation
reactions between NOM and Ca.
8
TWO DIFFERENT APPROACHES WERE EVALUATED IN RESEARCH CONDUCTED TO REDUCE ZLD COSTS
• Zero Liquid Discharge for Inland Desalination • AwwaRF Project #3010 (2005 – 2007)• Brackish groundwater, surface water, reclaimed water
• Zero Liquid Discharge Desalination of Waters with High Organic Content• Water Research Foundation Project #4163 (2008 – 2010)• Brackish water with high concentrations of natural organic
matter
9
ZLD WITH FLUIDIZED BED CRYSTALLIZATION (PROJECT #3010)
Primary RO
Evaporation pond
Product Water
Fluidized bed crystallizer
Filter
BrineConcentrator
Secondary RO
Product Water
Concentrate
Concentrate
10
FLUIDIZED BED CRYSTALLIZER (CRYSTALACTOR)
• Ca and Ba are removed by precipitation onto CaCO3 crystals.
• Used extensively in Europe for softening.
• Produces near anhydrous crystals (90% dry) therefore low solids volume.
• High loading rate, (80 m/h (33 gpm/sf) small footprint.
11
FLUIDIZED BED CRYSTALLIZER VS. CHEMICAL SOFTENING
0
0.2
0.4
0.6
0.8
1
1.2
7 8 9 10 11 12
pH
Frac
tion
rem
aini
ng
Ca Test 2
Ca Test 3
Ba Test 2
Ba Test 3
Calcium and barium removals in fluidized bed crystallizer at pH 8.3 comparable to those in chemical at pH 10.5.
Test 2 = Chemical softeningTest 3 = Fluidized bed crystallizer
12
TREATMENT COSTS WERE REDUCED BY 50 TO 60 PERCENT
$-
$2.00
$4.00
$6.00
$8.00
$10.00
$12.00
$14.00
BH SNWA COP Scott SAWS
Trea
tmen
t cos
t ($/
kgal
)
Benchmark process Evaluated process13
ENERGY CONSUMPTION WAS REDUCED BY 65 TO 75 PERCENT
0%
20%
40%
60%
80%
100%
BH SNWA COP Scott SAWS
Per
cent
redu
ctio
n (k
Wh/
kgal
pro
duct
)
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ZLD DESALINATION USING ELECTRODIALYSIS METATHESIS (EDM) (PROJECT #4163)
Primary RO
Pond, WAIV, or thermal
salts
EDMproduct water
product water
concentrate
concentrate
15
ELECTRODIALYSIS METATHESIS (EDM) IS A NEW ELECTRODIALYSIS TECHNOLOGY
• Innovative arrangement of membranes used to separate concentrate into two streams of highly soluble salts.
• Although this variation is new, the technology and the membranes have been used for decades.
16
ELECTRODIALYSIS IS A MEMBRANE SEPARATION PROCESS DRIVEN BY ELECTRIC POTENTIAL
• Driving force is electric potential between anode and cathode.
• Cell pair comprises cation and anion exchange membranes, diluate cell, and concentrate cell.
• Ions are extracted from diluate compartment and held in concentrate compartment.
• A stack contains hundreds of cell pairs.
+
+
+
-
-
-
+
+
+
-
-
-
-
+
-
++
-(-)
cathode
(+)
anode
concentratecompartment
diluatecompartment
cation exchange membrane
anion exchange membrane
electrolyte solution
repeating cell pair
concentrate
diluate
feed
concentrate
17
IN BASIC ELECTRODIALYSIS ALL REMOVED IONS ARE CONTAINED IN A SINGLE CONCENTRATE STREAM
Cell pair
C CA
FeedConcentrate
DiluateConcentrate
(+)
anode
(-)
cathodeSO42-
Cl-
Ca2+
Mg2+
Na+
CaSO4 BaSO4 CaCO3
18
EDM CONCENTRATE IS SEPARATED INTO TWO HIGHLY SOLUBLE STREAMS
Cell set (4 membranes, 4 cells)
SC CA
FeedConcentrate 1Na with anions
(+)
anode
(-)
cathode
SO42-
Cl-
Ca2+
Mg2+
Na+
SCSA
Concentrate 2Cl with cations
NaClNaCl
Na+
Cl-
Na with anions
Cl with cations
19
SOLUBILITIES OF NA2SO4, CACL2, AND NACL ARE 15 TO 35 TIMES SOLUBILITY OF CASO4
Solubility of Salts in water
Maximum 3.1M at 33°C
NaCl
CaCl2
CaSO4
Na2SO4
20
DEVELOPMENT OF SOLID PRODUCTS WITH EDM APPROACH
Primary RO
Pond, WAIV, or thermal
salt
EDM
CaSO4CaCO3 Mg(OH)2
NaCl recycled to EDM
recycled NaCl
product water
concentrate
NaOH NaOH
NaCl
21
EDM WATER QUALITY RESULTS
• EDM effectively separated the concentrate into two streams of highly soluble salts.
• Silica and TOC went through EDM largely unaffected and therefore posed no membrane fouling risk.
• No inorganic or organic compound concentrations were found in any of the EDM streams that would be considered potential membrane fouling threats.
22
EDM PILOT RESULTS WITH NF CONCENTRATE
Analyte EDM Feed Concentrate 1 Concentrate 2
Calcium 284 51 14,900
Magnesium 69 5 2220
Sodium 376 38,600 14,000
Chloride 853 38,800 53,700
Sulfate 421 42,400 nondetect
Bicarbonate 29 350 nondetect
TOC 19 36 2
EDM concentrate was effectively separated into two streams of highly soluble salts: sodium with anions and chloride with cations. 23
EDM RECOVERY IN THE PILOT TESTS EXCEEDED 99%
Concentrate Source
EDM Recovery Rate of water transfer(mol/eq)
NF 99.9% 7.7
RO 99.8% 7.4
EDR 99.9% 8.2
NF 99.9% 7.6
Recovery in EDM depends of the rate of water transfer by osmosis and electroosmosis. The rate of water transfer in electrodialysis is proportional to the equivalents of ions transferred.
24
EDM RECOVERY DECREASED WITH TDS
40%
60%
80%
100%
0 5000 10000 15000 20000 25000 30000
ED
M re
cove
ry
Raw water TDS (mg/L)
97% at 1400 mg/L TDS
87% at 5300 mg/L TDS
76% at 27,700 mg/L TDS
25
EDM ENERGY CONSUMPTION INCREASED AS TDS INCREASED
26
y = 0.004x + 2.432R² = 0.977
0
20
40
60
80
100
120
140
0 5000 10000 15000 20000 25000 30000
ED
M e
nerg
y (k
Wh/
kgal
)
Raw water TDS (mg/L)
EDM TREATMENT COSTS COMPARED WITH THERMAL
R2 = 0.97
R2 = 0.99
$-
$5
$10
$15
$20
$25
$30
$35
$40
$45
0 5000 10000 15000 20000 25000 30000
ZLD
trea
tmen
t cos
t ($/
kgal
)
Raw water TDS (mg/L)
EDM thermal
EDM less expensive
Transition range
Thermal less expensive
27
EDM METHOD WAS PARTICULARLY COST EFFECTIVE FOR LOW TDS SOURCES
$-
$2.00
$4.00
$6.00
$8.00
$10.00
$12.00
560 630 750 1412
Trea
tmen
t cos
t ($/
kgal
con
cent
rate
)
Raw Water TDS (mg/L)
ZLD Treatment Cost $ per 1000 gal Concentrate EDM vs. Thermal
EDM
Thermal
28
SUMMARY• Concentrate management will become increasingly important
as we strive to manage salinity and meet water demands.• Two ZLD methods were evaluated in AwwaRF/WRF research
projects: fluidized bed crystallization and EDM.• Each showed potential to reduce ZLD treatment costs by
more than 50 percent.• Best ZLD method may depend on water quality characteristics
and treatment goals.
29
ACKNOWLEDGEMENTS
• City of Phoenix• City of Scottsdale• San Antonio Water & Sewer• City of Beverly Hills• SNWA• California Energy Commission
• Orlando Utilities Commission• Tampa Bay Water• South Florida WMD• Southwest Florida WMD• St. Johns River WMD• Water Research Foundation
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MSSC2011 Annual Salinity SummitFEBRUARY 17-18SAN ANTONIO, TEXAS
Zero Liquid Discharge DesalinationRick [email protected]
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