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Saline Water Conversion Corporation Saline Water Desalination Research Institute (SWDRI) Evolution of Thermal Desalination Processes Dr. OSMAN AHMED HAMED

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Saline Water Conversion Corporation

Saline Water Desalination Research Institute (SWDRI)

Evolution of Thermal Desalination Processes

Dr. OSMAN AHMED HAMED

OUTLINE

Background

Evolution of MSF desalination plants

Evolution of MED desalination plants

Dual purpose power/water and hybrid

desalination plants

R&D Prospects

Evolution of Installed membrane and thermal

capacity (cumulative ) 1980-2012

Thermal 33%

Membrane

67%

0

10

20

30

40

50

60

70

80

1980 1985 1990 1995 2000 2005 2008 2010 2012

membrane

thermal

year

mili

on

m3

/d

0

10

20

30

40

50

60

70

80

1980 1984 1988 1992 1996 2000 2004 2008 2012

Breakdown of Total Worldwide Installed

capacity by technology

Other (2%)

Hybrid (1 %)

ED (3 %)

MED (8 %)

MSF (23% RO (63%)

74.8 million m3/d

0

2

4

6

8

10

12

14

16

18

20

22

24

1,988 1,996 1,998 2,000 2,002 2,004 2,010

Pro

du

cti

on

(m

illio

n m

3/d

)

year

thermal membrane

RO 28%

thermal 72%

Historical evolution of total installed capacities of

desalination plants in the GCC countries

MULTI EFFECT

DISTILLATION

(MED)

COMMON

SEAWATER

THERMAL

DESALINATION

PROCESSES

MULTI STAGE

FLASH (MSF)

DISTILLATION

Evolution of Thermal Desalination Processes

The multi-stage flash

(MSF) desalination process

High reliability

& availability.

Life-time over 30

years

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Life Time Capacity

(migd)

Year Plants S.

#

34 4x5 1979 Jeddah-III 1

32 10 x 5 1981 Jeddah-IV 2

31 6 x 6.2 1982 Al-Jubail-I 3

31 10 x 6 1982 Al-Khobar-II 4

30 40 x 5.38 1983 Al-Jubail-II 5

27 2 x 2.6 1986 Al-Khafji-II 6

24 10 x 5.06 1989 Shoaiba-I 7

24 4 x 6.5 1989 Shuqaiq-I 8

32 5 x 5 1981 Yanbu-I

9

14 4 x 7.94 1999 Yanbu-II 10

12 8 x 7.5 2001 Al-Khobar-III 11

11 10 x 10 2002 Shoaiba-II 12

11

90%

7% 3%

Availability

Planned Shutdown

Forced Shutdown

91%

9%

Water Production

Design Deficiency

88%

12%

Power Production

Design Deficiency

Average Availability for Al-Jubail Plant Phase II

(1983-2012)

Average Water and Power Load Factors for Al-

Jubail Plant Phase II (1983-2012)

12

Reasons For high reliability

and availability

Selection of

High Design

Fouling Factor

13

BH

Design

Fouling

Factors

Al-Khobar III 0.264 m2 oC/kW

Al-Khobar II 0.160 m2 oC/kW (1982)

Shuaiba II 0.211 m2 oC/kW

Shuaiba I 0.30 m2 oC//kW (1982)

Tawaleh ‘B’ 0.15 m2 oC/kW

Jebel Ali 0.12 m2 oC/kW

Al-Jubail II 0.176 m2 oC/kW (1983)

14

Reasons For high reliability

and availability

Selection of

High Design

Fouling Factor

Effective

alkaline scale

control

To overcome temperature

limitation (88 - 93 oC)

To overcome acid

treatment problems

Inhibitors Based

on Phosphonic Acid

Inhibitors Based on

Polycarboxylic Acid

High Temperature Scale

Control Additive (HTA)

Threshold Agents

1960's, 1970's

Acid Addition

1950's

Polyphosphate

Based Chemical

HISTORICAL DEVELOPMENT OF

CONTROL OF ALKALINE SCALE

Hybrid Treatment

(Acid + Additive)

16

3

4.5

6.5

9

15

0

2

4

6

8

10

12

14

16

85 90 95 100 105 110 115 120

An

tisc

ala

nt

Do

se R

ate

(p

pm

)

Top Brine Temperature (oC)

Dose Rate recommended in 1981

Optimization Tests

Improvement of Chemical

Formulation

Adoption of On-Line Sponge Ball Cleaning System

1.5

1.75

3.53

2.5

0

2

4

6

8

10

12

14

16

85 90 95 100 105 110 115 120

Dose Rate Optimized in 1987

SWCC’s ACHIEVEMENTS IN CONTROLLING

ALKALINE SCALE FORMATION

17

0.8 1

2.521.5

0

2

4

6

8

10

12

14

16

85 90 95 100 105 110 115 120

Dose Rate Optimized in 2003

3

4.5

6.5

9

15

0

2

4

6

8

10

12

14

16

85 90 95 100 105 110 115 120

An

tisc

ala

nt

Do

se R

ate

(p

pm

)

Top Brine Temperature (oC)

Dose Rate recommended in 1981

Optimization Tests

Improvement of Chemical

Formulation

Adoption of On-Line Sponge Ball Cleaning System

1.5

1.75

3.53

2.5

0

2

4

6

8

10

12

14

16

85 90 95 100 105 110 115 120

Dose Rate Optimized in 1987

SWCC’s ACHIEVEMENTS IN CONTROLLING

ALKALINE SCALE FORMATION

2010

18

Economic Impact of Antiscalant Dose Rate

Reduction in SWCC MSF Plants

7.86

4.65

3.21

0 1 2 3 4 5 6 7 8 9

Antiscalant Annual

Operating cost as

per 1987 dose rate

Antiscalant Annual

Operating cost as

per current dose

rate

Annual Savings

Millio

n U

S $

19

Reasons For high reliability

and availability

Selection of

High Design

Fouling Factor

Effective

alkaline scale

control

Good

Selection of

Material of

Construction

20

Section Material of Construction

Brine Heater

Shell Carbon steel (all plants)

Tubes Either 70/30 o,90/10 Cu-Ni or modified 66/30/2/2

Cu/Ni/Fe/Mn except Al-Jubail I (Titanium)

Heat Recovery

Section

Flash

Chamber

• First high temperature stages Al-Jubail, Al-Khafji and

the first two modules of Jeddah IV cladded with

stainless steel

• Al-Khobar II completely cladded with 90/10 Cu/Ni

• Al-Shuqaiq 1completely claded with stainless steel

Tubes All plants except Yanbu and Al-Jubail I: 90/10 Cu Ni

Jubail I: Titanuim

Yanbu 70/30 (1 to 10 stages)

90/10 (11 to 21 stages)

Heat Rejection Tubes All plants except Jeddah & Shoaiba : Titanium

Jeddah II, III, IV 90/10 Cu/Ni

Shoaiba 70/30 Cu Ni

21

Flash chamber of both recovery

and heat rejection sections

Carbon steel lined with stainless steel

(floor lined with 317L, walls with

316L and roof with either 316L or

304.

Water boxes

Carbon steel lined with 90/10

Copper-Nickel

Tubes

Brine heater tubes modified 66/30/2/2

Cu/Ni/Fe/Mn ; heat recovery tubes:

Copper/Nickel (first four stages 70/30

and remaining stages 90/10)

Heat rejection tubes

Titanium &

modified 66/30/2/2 Cu/Ni/Fe/Mn

Projects which were recently built use the following materials of

construction for the major components

Increase in distiller

size

High reliability

& availability.

Life-time over 30

years

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Historical Growth of MSF Distiller Size

2.5

5.1

7.9

10

17.5

20

0

5

10

15

20

25

1973-1978 JeddahI&II kKhobar I

1979-1988 Jeddah III&IV Yanbu I Jubail

I&II Khobar IIShuaiba I

1999-2001 Yanbu IIkhobar II

2002 Shuaiba II 2003 UAE 2011 Ras Alkhair

• Low investment cost for auxiliary equipment such as interconnection and control

piping .

• Operating and maintenance people depends on the number of unit installed.

• Savings in operational cost.

Large unit size:

23

Reasons Constant Reduction of Investment per MIGD • optimized use of material of construction.

•Reduction of redundant equipment.

•Optimized mechanical design of evaporator vessel.

•Optimized thermo-dynamic design parameters.

8

6 54

12

0

2

4

6

8

10

12

14

1985 1990 1995 2000 2004

year

$ / IG

D

Price Trend for turn-key complete MSF plants

2010

Use of thermally

efficient power

generation cycles

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants

Evolutionary

Developments

of MSF Plants Increase in distiller

size

High reliability

& availability.

Life-time over 30

years

Evolutionary

Developments

of MSF Plants

Seawater

Pretreatment

Power generation

Plant

Desalination

Plant

Desalinated

water

LP steam

Condensate

Net power

output

Pumping

power

Seawater intake

Operation flow chart for a water/power cogeneration plant Power/Water Flow Chart

27 27

Extraction /

Condensing

Turbine

Condenser

Condensate

Pump

Heater # 1

Deaerator

MSF

Boiler

Fuel

To Ejectors

Before 1982 SWCC employed Extraction-

condensing turbine arrangement

Power to water ratio 12 to 15 MW/MIGD

Jeddah II,III,IV AlJubail I Yanbu I Alkhobar II

28 28

After 1983 SWCC employed back-pressure turbine arrangement

Condensate Pump

MSF Distillers

Deaerator

Heater # 2 Heater # 1

G

Boiler

Fuel

Back Pressure

Turbine

Ejector Moisture

Separator

Power to water ratio 5 to 7.9 MW/MIGD

After 1983 SWCC employed back-pressure turbine arrangement

2012 Combined Gas-vapor power generation cycles coupled with MSF/RO desalination

plants

Compressor Gas

Turbine

Combustion

Chamber

Steam

Turbine

Exhaust

gases Air in

Recovery

Section

GAS CYCLE

STEAM CYCLE

Waste Heat Boiler

Rejection

Section

Product Water

Blow down Brine

Heater

Fuel in

Recycle Brine

Power Output

Power Output

Seawater in

Cooling

Seawater

Reject

SWRO

1100 oC

613 oC

539 oC

140 oC, 2.89 Bar

Ejector

Steam

18 bar, 50

MW

230oC

300,000

m3/d 1,000,000 m3/d 62.5 MW

700,000

m3/d

81

MW Common

Equipment

Net

2400 MW

5 x 129.7 MW

Typical power to water ratios for different technologies

Technology PWR (MW installed/Million Imperial Gallopns per)

Steam turbine BTG-MED 3.5

Steam turbine BTG-MSF 5

Steam turbine EST-MED 7

Steam turbine EST-MSF 10

Gas turbine GT-HRSG-MED 6

Gas turbine GT-HRSF-MSF 8

Combine cycle BTG-MED 10

Combine cycle BTG- MSF 16

Combine cycle EST-MED 12

Combine cycle EST-MSF 19

Financial Benefits for Dual Purpose Plants

■ Tremendous saving in fuel consumption related to

the desalting process

■ Elimination of some equipment

(power plant condenser)

Dual purpose power/water plants have an overall

financial gain against two single purpose plants.

■ Sharing of some common equipment (boiler and its

associated facilities, intake and outfall facilities).

243 MW

204 MW

100

Electrical

Water Production

15 MIGD

Dual

Purpose

Dual

Purpose

=447 MW

MW

Fuel

requirements

285 MW

280 MW

Single

Purpose

Single

Purpose

=565 MW

Fuel

requirements

Thermal Benefits of Cogeneration Plants

Thermal

Processes

MSF

MED/TVC

MED_TVC offers the best potential method of improving the performance of straight MED desalination plants and

achieving high performance ratios and hence low water cost.

or Steam Transformer

GOR=6

1kg

Historical evolution of the installed capacities of MED

desalination plants in the GCC states.

13000 65000

243000

754000

2645000

0

500,000

1,000,000

1,500,000

2,000,000

2,500,000

3,000,000

1985 1990 1995 2000 2005 2010 2015

Pro

du

cti

on

m3/d

Year

MARAFIQ POWER/WATER COGENERATION PLANT

Four power cycles : each power cycle incorporates 3 GT,3HRSG and one ST

Three of the power cycles are coupled with 27 MED units.

■ 27 MED/TVC Desalination units each produces

6.56 MIGD, total 177.2 MIGD

■ Power generation 2750 MW

■ Independent water and power production project

(IWPP)

■ Contract of water plant US$ 945 million

■ Project completed in 2010.

Marafiq Power/Water

Cogeneration Plant

They provide higher overall heat transfer coefficients when

compared to multistage flash (MSF) desalination systems.

MED does not employ recycling and are thus based on the

once through principle and have low requirements for

pumping energy.

The power consumption of MED/TVC plants is only around

1.5 kWh/m3 as there are no requirements to re-circulate large

quantities of brine.

Increase of MED unit capacity results in the decrease of the

investment cost.

Multi-effect distillation also offers the possibility of reducing

the plant size and footprint

Factors responsible for the recent market emergence of

MED-TVC desalination plants

0

3

6

9

12

15

1990 2000 2009 year

un

it c

ap

acit

y M

IGD

MED UNIT CAPACITY GROWTH

5MIGD

8-10 MIGD

EVOLUTION OF MED/TVC DESALINATION PLANTS

1MIGD

15MIGD

2012

1 2 3 4 5 6 7

B

A

B

A

B

A

B

A

B

A

A A

C C

B B

Steam

Produced

Steam

Distillate through

guillotine

Distillate through

Saw line

Distillate through

U pipe

Brine suction

Cell 1 / distillate

suction

REB 5 REB 3

8

HYBRID CONCEPTS

43 43

Seawater

RO

DESALINATION PLANT PRODUCT

WATER

Power/Water Hybrid Flow Chart

Seawater intake

Blending

Power Plant Thermal Desalination Plant Pumping power

steam

condensate

Power

Pumping

Power Distillate

Permeate

Integrated Hybrid systems

the plant is designed from

the beginning

as a combined plant .

HYBRID

SYSTEMS

Simple hybrid Systems

adding a stand- alone

RO desalination

plant to an existing MSF complex

Power Plant

Electricity

To main grid

To RO Plant

To MSF Plant

MSF Unit

Condensate

Return

Steam to MSF

Heat

Rejection

Seawater

Out Common

Outfall

Facility

Blended

Product

MSF Product

MSF

Make-up

Brine

Blow Down

Single Pass

RO Unit

Common

Intake

Facility

MSF

Feed

RO

Feed

Seawater Feed RO

Product

Schematic diagram of simple hybrid configuration

ADVANTAGES

• Such arrangement allows to operate the RO unit with relatively high TDS and consequently allows to lower the replacement rate of the membranes.

• If the useful life of the RO membrane can be extended from 3 to 5 years the annual membrane replacement cost can be reduced by nearly 40 percent . Blending the products of the thermal and SWRO allows for the use of a single stage SWRO instead of the two stage SWRO plant normally employed in standalone SWRO plants.

• Combining thermal and membranes desalination plant in the same site will allow to use common intake and outfall facilities with less capital cost.

• An integrated pretreatment and post-treatment operation can reduce cost and chemicals.

Hybrid

systems

Simple hybrid

Integrated

Hybrid

Schematic diagram of fully integrated hybrid configuration

Power Plant

Electricity

To main grid

To RO Plant

To MSF Plant

MSF Unit

Condensate

Return

Steam to MSF

Heat

Rejection

Seawater

Out Common

Outfall

Facility

BlendedProduct

MSF Product

MSF

Make-up

Brine

Blow Down

Single Pass

RO Unit

Common

Intake

Facility

MSF

Feed

RO

Feed

Seawater Feed RO

Product

Common Post

Treatment

Facility

Commercially Available

Hybrid Desalination

Plants

Jeddah

MSF/SWRO

Yanbu

MSF / SWRO

Al-Jubail

MSF/SWRO

Ras Al Khair

MSF/SWRO

Product blended with MSF Product

SWRO 28.16 MIGD

Phase II MSF 40 MIGD

20 MIGD

Comman intake/outful with MSF

Product blended with MSF

1989 , Phase I

Single stage , 12.5 MIGD

1994 , Phase II

Single stage , 12-5 MIGD

HH للGas

turbine

system

HRSG

Steam

turbine

MSF

plant

SWRO

plant

Natural gas

P=10*199.7 MW

P=5*129.7 MW

P= 10*199.7 MW Pnet

2400 MW

PMSF

PRO

300000

m3/d

700000

m3/d

1000000

m3/d

PRO

Flue

gases

Steam Steam

Condensate

return

Block diagram of the combined power cycle integrated

with the hybrid MSF/SWRO desalination plant

Paux

MSF

Unit # 1

12.5 MIGD

MSF

Unit # 5

12.5 MIGD

MSF

Unit # 2

12.5 MIGD

MSF

Unit # 3

12.5 MIGD

MSF

Unit # 4

12.5 MIGD

RO

Plant

37.5 MIGD

To Grid

G G S/T

Unit # 1 S/T

Unit # 2

STEAM

Electricity

118 MW

Electricity

118 MW B

y-p

ass

DS

H

Electricity

HRSG

Unit # 3

HRSG

Unit # 2

G G G G

Electricity

105 MW

Electricity

105 MW

Electricity

105 MW

Steam 390 t/h Steam 390 t/h

(Fujairah Power/Water Plant (Combined cycle)

Electricity To Grid

Internal

Consumers

HRSG

Unit # 1

HRSG

Unit # 4

G/T # 1

GE9171E

G/T # 2

GE9171E

G/T # 3

GE9171E

G/T # 4

GE9171E

Supp.

Firing

Supp.

Firing

WATER

STEAM

MSF

Unit # 1

12.5 MIGD

MSF

Unit # 5

12.5 MIGD

MSF

Unit # 2

12.5 MIGD

MSF

Unit # 3

12.5 MIGD

MSF

Unit # 4

12.5 MIGD

RO

Plant

37.5 MIGD

0

10

20

30

40

50

60

70

2 (Yanbu) 3.3 (Jeddah) 13.51 (Al Jubail)

MSF/SWRO water production

Sp

ec

ific

fu

el

en

ery

co

ns

um

pti

on

kW

h/m

3MSF dual purpose

SWRO

hybrid MSF/SWRO

...

Specific fuel energy consumption of SWCC hybrid

MSF/SWRO desalination plants

R&D PROSPECTS

R&D

PROSPECTS IN

THERMAL

DESALINATION

Address the shortcomings

Of currently employed thermal

desalination processes

Development of desalination concepts

That have not been fully explored and

Applied in commercial scale

Development of new desalination concepts

R&D

PROSPECTS IN

THERMAL

DESALINATION

Address the shortcomings

Of currently employed thermal

desalination processes

R&D PROSPECTS

Address the shortcomings of current thermal desalination processes.

C OS T OF WATE R

Chemicals1%

S pare & Maintenance

4% Labor (O & M)8%

S team Cos t52%

Pow er Cos t6%

Capital Charges29%

Breakdown of water production cost

10000

15000

20000

25000

30000

35000

40000

80 90 100 110 120 130 140 150

6

6.5

7

7.5

8

8.5

9

9.5

10

Top brine temperature oC

Wa

ter

pro

du

ctio

n m

3/d

Per

form

an

ce r

ati

o

Chemical additives

pretreatment

Aci

d z

on

e

Prohibitive zone

.Principal deterent is the

formation of hard

(sulfate) scale

Address the shortcomings

Of currently employed thermal

desalination processes

Impact of variation of TBT on MSF water production and performance ratio

Prohibitive Zone

Impact of the variation of operating temperature on the energy

consumption of the MED Process

To eliminate the possibility of scale formation, commercial MED

desalination plants are currently operating with TBT up to 65 oC .

NF Reject

Seawater

NF Unit

NF Product

Ca = 481

Mg = 1507

TH = 7406

HCO3 = 145

SO4 = 3257

TDS =

45400

Ca = 72

Mg = 63

TH = 440

HCO3 = 51

SO4 = 23

TDS =

32060

NF/RO/MSF or NF/RO/MED Tri-hybird System

RO Reject

SWRO Unit RO Product

Ca = 281

Mg = 437

TH = 2502

HCO3 = 101

SO4 = 124

TDS = 61080

Ca = 1

Mg = 2

TH = 9

HCO3 = 4

SO4 = -

TDS = 660

MSF/MED Unit MSF/MED Product

Schematic flow diagram of trihybrid NF/RO/MED desalination system

RO Unit

RO ProductBlended

Product

MED/TVC Unit

MED Product

Steam

Cooling Seawater out

Cooling Seawater in

Condensate

Return

RO Reject

NF Unit

NF Reject

Seawater Intake

NF Product

Pretreatment

Make-up Seawater

MED Brine

RO Unit

RO ProductBlended

Product

MED/TVC Unit

MED Product

Steam

Cooling Seawater out

Cooling Seawater in

Condensate

Return

RO Reject

NF Unit

NF Reject

Seawater Intake

NF Product

Pretreatment

Make-up Seawater

MED Brine

61

CONCEPTUAL DESIGN OF THE HIGH

TEMPERATURE AND UNIT CAPACITY

MED-TVC DESALINATION PLANT

Configuration of new MED/TVC desalination plants

Steam

Transformer

Cell

3B

Cell

1B

Cell

2B

Cell

2B

Cell

1B

Cell

3A

Cell

4

Cell

5

Dist

Cond

enser

Cell

6

63

Schematic flow diagram of MED

unit of Tri-Hybrid Desalination Plant

0

2

4

6

8

10

12

14

16

0 10 20 30 40 50 60 70 80 90 100

Wat

er C

ost

(SR

/m3)

($/bbl)

Standalone MED

0

2

4

6

8

10

12

14

16

0 10 20 30 40 50 60 70 80 90 100

Wat

er C

ost

(SR

/m3)

($/bbl)

Standalone MED

MED+Power Plant

0

2

4

6

8

10

12

14

16

0 10 20 30 40 50 60 70 80 90 100

Wat

er C

ost

(SR

/m3)

($/bbl)

Standalone MED

MED+Power Plant

Standalone NF/RO/MED (70-30)

0

2

4

6

8

10

12

14

16

0 10 20 30 40 50 60 70 80 90 100

Wat

er C

ost

(SR

/m3)

($/bbl)

Standalone MED

MED+Power Plant

Standalone NF/RO/MED (70-30)

NF/RO/MED (70-30) +Power Plant

The impact of energy cost in $/bbl oil equivalent on the water production cost

Schematic flow diagram of trihybrid NF/RO/MSF desalination system

RO Unit

RO ProductBlended

Product

MED/TVC Unit

MED Product

Steam

Cooling Seawater out

Cooling Seawater in

Condensate

Return

RO Reject

NF Unit

NF Reject

Seawater Intake

NF Product

Pretreatment

Make-up Seawater

MED Brine

RO Unit

RO ProductBlended

Product

MED/TVC Unit

MED Product

Steam

Cooling Seawater out

Cooling Seawater in

Condensate

Return

RO Reject

NF Unit

NF Reject

Seawater Intake

NF Product

Pretreatment

Make-up Seawater

MED Brine

MSF

MSF

66

The impact of TBT on water production and energy consumption

67

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

0 20 40 60 80 100 120

Wa

ter

pro

du

cti

on

co

st

$/m

3

Energy cost $/bbl

conventional MSF

conventional MSF

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

0 20 40 60 80 100 120

Wa

ter

pro

du

cti

on

co

st

$/m

3

Energy cost $/bbl

conventional MSF

Dihybride NF/MSF System

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

0 20 40 60 80 100 120

Wa

ter

pro

du

cti

on

co

st

$/m

3

Energy cost $/bbl

conventional MSF

Dihybride NF/MSF System

Trihybrid NF/RO/MSF System

The impact of energy cost in $/bbl oil equivalent on the water production cost

Comparison between the standalone MSF and

MSF combined with NF/RO configuration

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Standalone MSF MSF Wthin Trihybrid Scheme

Ad*102

( m2/kg/hr )

34%

Pumping Power(kWh/m3) 10%

Mu/Md42 %Mc/Md

23 %

Mr/Md17 %PR

39 %

68

Prospects of reduction of operational cost

of SWCC small scale thermal desalination

plants using solar energy

Saline Water Conversion Corporation (SWCC)

Electricity

RO ED MVC

RO = Reverse Osmosis ED = Electrodialysis (ED) MVC = Mechanical vapor compression TVC = Thermal Vapor compression MED = Multieffect distillation MSF = Multistage flash distillation

TVC MED MSF RO ED MVC

Heat

TVC MED MSF

Heat Electricity Thermal power

cycle

Thermal energy

Electricity to grid

Synergy between desalination and solar energy Solar desalination combinations

Concentrating solar collector field,

Photovoltaic cells (PV)

Solar energy driven

desalination processes

solar ponds,

evacuated tube , flat

plate,

parabolic trough

SWCC-SWDRI/HITACHI ZOSEN Joint Solar Research Project

Schematic diagram of the solar assisted thermal desalination experimental set-up

SWDRI SWCC

Solar Energy

for

Desalination Plants

R&D

PROSPECTS IN

THERMAL

DESALINATION

Address the shortcomings

Of current thermal desalination processes

Development of desalination concepts

That have not been fully explored and

Applied in commercial scale

R&D PROSPECTS

Development of

desalination concepts

That have not been

fully explored and

Applied in commercial

scale

Membrane distillation

Freezing processes

R&D

PROSPECTS IN

THERMAL

DESALINATION

Address the shortcomings

Of current thermal desalination processes

Development of desalination concepts

That have not been fully explored and

Applied in commercial scale

Development of new desalination concepts

Wate

r P

roduction C

ost

Year

Step Change

Evolutionary change

Thank You

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