smart - inis.iaea.org
TRANSCRIPT
KAERI/AR-490/98 KR9800593
SMART
Review of Nuclear Electricity Generation and Desalination
Plants and Evaluation of SMART Application
2 9 - 4 1
SMART
1998. 3.
7] #7]]
S.
^U|- -§-*£ o]
SMARTS71
7l#o]
Cf.
ol-g-
014.
SMARTS
- 1 -
MED
SMARTS ^l^TJl^^i ^ ^ - ^ ^ ^
7]
- 11 -
Summary
KAERI is currently developing a new advanced integral reactor named
SMART (System-integrated Modular Advanced ReacTor) for dual application
purpose of electric power generation and seawater desalination. The conceptual
design is at the completion stage and the basic design will follow. Up to now,
the practical desalination method has not been selected, but one of the
distillation methods will be adopted due to the advantages such methods exhibit
for the size of SMART.
Several desalination methods have been developed and many seawater
desalination plants are currently under operation in the world. Though
MSF(Multi-Stage Flash Distillation) process takes the most part of operating
seawater desalination plants, MEDCMulti-Effect Distillation) and RCKReverse
Osmosis)processes attract more interest nowadays. MED has advantages over
MSF with respect to investment costs and energy efficiency. Practical selection
of desalination method depends on the cost of product water and electricity,
level of technology, and the required size of plant.
The cogeneration plant producing electricity and desalted water has better
energy efficiency than single purpose power plant and allows the reduction of
initial capital cost. In case the steam from steam generator is used in the brine
heater of desalination system, some design changes in the secondary system of
the plant are required. The coupling between electricity generation system and
desalination system can be realized by using one of backpressure cycle,
extraction cycle, or multi-shaft cycle. The cogeneration plant has more control
parameters than the single purpose plant. New design and operating strategy
need to be established in accordance with various environment and load
- in -
conditions.
To evaluate the candidate desalination processes to be coupled with
SMART and the coupling methods, the amount of desalted water and electricity
were calculated and analyzed for several cases. The result shows that
backpressure cycle is preferred for high water/power ratio and extraction cycle
for low ratio. If the energy efficiency is the sole parameter to be considered, RO
will be the best choice. Inclusion of desalination system basically results in
turbine and condenser design change. Also transient events occurring in the
distillation system have effects on electricity generation system and vice versa.
The safe and reliable operation of a cogeneration plant for producing water
and electricity will require additional study for the control strategies, and some
new safety issues to be resolved may arise. If the RO method is adopted, safety
issues and required design changes will be negligible.
- iv -
£. ^ i
Summary iii
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3. *} 31 iix
=L% *H1 ix
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^ 1 4 ^ ^-7ft ^-^5f #efl^ 7fl^-^% 7
4 3 ^ ^-^Sl- ^ ^ 13
*fl 1 ;£ 7fl _a_ 13
4 2 ^ # ^ M ^ 4 ^--8-^r 7 1 ^ 14
*fl 3 ^ 4?fl^ ^$±*k*) Al J- 15
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1. ^ ^ S l 7fl . 17
2. ^ ^ ^ 71 ^-^e) 18
3. ^ ^ 4 ^ ° f l "QS-^t ^±o\}^\^\ 19
4. «M i - ^I^r^l- A^n^r 20
5. ^^71 S\ &^ 21
6. 4 # #2H4=1 ^ye
v^(MSF) 23
7. 4 ^ s-g- ^^-^(MED) 26
8. 1r7l °J-# ^^-^(Vapor Compression Distillation) 30
- v
5 ^ n $\$) # ^ 5 } - ^ 31
1. 3 ^ ^ 31
2. #7l^^-»j(Electrodialysis Process) • 33
3. ^ ^ 34
4. W ^ (Hybrid Process) 35
^ - ^ S ) - 4^#$M. 46
1 & 7fl.fi. 46
2 ^ ' S W ^ -B-<S 46
3 ^ ^ - ^ ^ #5fl^af oi^s-^o^ S^^OJI tf l^ < i^*H ulJE 48
^^ul(Water/Power Ratio) 49
50
54
6 3
1 ^ IAEAS] ^V^^-^r^- 7l#7fl^- 63
64
65
4 ^ SMART1- *1-g- r ^ - # ^ 5 } - ^ - ^ # ^ ^ ^<+^= ^7)- 68
1. SMARTS ^-^J 67
2. Ei«J ^^<H1^ #71 # 69
3. tifl<a-E]til^ o]-§- 70
4. Ei«l f ^ ^ T H - H ^ 7 l ^ # 71
5. RO<1 ^ ^ ^^r^l- 72
5 ^ SMART* <>]•%•$: t ^ - t r S f ^ f t € ^ 1 tf^ ^^^ ^ £ 72
1. « 7H 74
2. <£#^ 75
3. tyS. - ^ 76
4. ^ a f l ^ 77
- vi -
•88
• 91
- vii -
S. 2.1
a 2.2 ^iL^7>^ ^ S ^ I - g ^ ^ ^-^sl-^^S Unit ^(1991 Hi 7]&) 11
3. 3.1 ^ ^ ^ ^--g-^ 7l§ 37
a 3.2 t^ r5 l -^^€ ^Hl-g- (1993>d 7l§) 38
5 3.3 #^5}-#3m ^ ^ 1 ^ - ^ «lJa 39
a 4.1 ^AH^oflAi cflu]*l ol^- Tflxv o|| 56
5. 4.2 ^ A]^Efl^ ^ t M K - n - ^ ) 57
S5.1 1 1 zi-^s] ^ i ^ ^ ^ f S 7fl - 3§- 78
a 5.2 <y^4 Kazakhstan^ ^ 4 ^ # ^ 3 - ^ * 81
JL 5.3 SMART ^^f^ll-^ ^ ^ . ^ ^ 82
6 5.4 SMART ol^Hlf-^ ^&.#^r 82
a 5.5 #^ri}- ^ - ^ ^ 1 ^ ^-^Slfe &7]$] 2 :^ 83
- vm -
2.1 4n t ^ s H a ^ -g-# 12
2.2 M)-A] #^3j- <£*} -g-t ^ l ^ M ^ r - g - ^ ?1§) 12
3.1 #^S]- ? ^ 1 Al g- -B-a)^- 40
3.2 ^ ^ 7J^<>1 £ - ^ 40
3.3 #^3- tlEoiiA] ^ ^ oflujx] 41
3.4 ^3J -g-^oiH ^ ^ 41
3.5 MSF 1-efl.E 7 l ] ^£ 42
3.6 4^#2fl=rl ^ ^ T ^ l S l * # £ • 42
3.7 MED -W- 7fl^£ 43
3.8 HTME ^ ^ 7fl\i£ 43
3.9 VTE j 7fl^S. 44
3.10 ^7l<a-^ f ' ^ r ^ l f i l 7fl^S. 44
3.11 RO #e] l^ 7fl^£ :.V.'. 45
4.1 ^-^-^-^r f^" * € M ^ | yfl*l£ 58
4.2 Hfl^>ol#(Back Pressure Cycle)^ <>l-8- ^ ^ - ^ ^ r ^ ^ 58
4.3 ^7lA>ol^(Extraction Cycle)# <>l-§- : ^v^i-^-^r ^%v # ^ ^ 59
4.4 4 ^ 4°l€(Multi-shaft Cycle)^: ol-g-*V ^ ^ - ^ - ^ ^ # ^ | E . 59
4.5 #12 -^S] #^f le ^ o l ^ - i H ^ # € ^ 7H^-£ 60
4.6 ^ ^ ^ - ^ ^ #eflMSf o]^s.^o^ S^E .O ]H T-S d£ 60
4.7 ^ ^ ^ - ^ ^ # ^ f l ^ 4 ol^s-^o^ t-efleoiiAi ofl^-n|-ofl^S3il Ai£ 60
4.8 # ^ 300 MWe, -§-3= 100 mgdtl ° 1 ^ - ^ - ^ ^ #^5^. * f£ (BWR) 61
4.9 Flexible turbine s y s t e m ^ Ei«l wfl7l £ £ 6 | | tfl^ ^^«1<4 # ^ 61
4.10 ^ ^ ^ - ^ E i w j ^ AV-g-fl; o i ^s -30 ] ^ ^ - ^ - ^ tg^- ^ ^ ^ 62
4.11 IAEA ^]^EJ5] £^5. 62
- ix -
5.1
5.2
5.3
5.4
5.5
5.6
5.7 RO1-
o|-g-*V
84
84
85
85
86
86
87
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2000
- 1 -
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^ .S . ©1-8- fresh water resources^
1/3
km3
3,600 km3A
9,000 km37>
^ *J= 14,000
(90,000 km3) ^-S] ^^~
million
IV!
2000V! °fl£- 10 million mVday, 2 0 2 5 ^ ^ 1 ^ 50 million mVday
20501000
- 3 -
27}
52.815. <3^-(21.51), = ^ - i
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^ 1994^
^ 32.2 km3A£A^ ^-g-^ ^^.(29.9 km3)!: ^ 4 ^ ^ ^
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- 5 -
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^ 714 xi^oJMs. ^x} ^A^«^l ^-cfls]^ 7fji $14. ZL^ 2.H 4 4 $1
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15.6 million mVdayS.'H ^l^r #7f§>^ 1993^^ofl^. ig.7 million
$1413]
1993k! ^4Tfl^^.S. Afls. A^^S] rt-^^- #5flM^ A j ^ ^ a . ot 1 4 million
- 6 -
Hr 62%, <£^r#^3!Hr 25%, * l £ ^ r r 6%,
4] 3=tb 870,000 V
712,000 m3/day7|- f ^ s ] -
35 million mVday °fl °]1- ^ ^ S . ^#£lJL ^ 4 . ( ^ - ^ 2.2
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2.24 ^ 4
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Brackish Water* *f-8-«rfe #<r3- M ^ ^ ^ ° 1 ^ ^ 91^ ^ RO
^(Electrodialysis) "cK1 - 4-§-W. * ] ^ 3 ^ S ^ Florida ^°1H ^
570,000 mVday ^ 1 ^ " ^
r Membrane Process 7^°\] $\o) ^5-*\°l ^ ^ ^ *fl 5.J1 Sl^.
t i i s l ^>^S1- «-^ol ^-^si ^^lslJL &CJ-. «y^ ifl
RO ^ ^rf^J
1000 mVday
RO #
- 6
Ibfel* fc-k
to-
002
ssaoojd
te-§-!?-
R» fefe92 4Q lb"3R.-y-
'l -k
OS
A ^ 1970\itfl
10 -
2.1 -f-f # 7 }
l ^ £ 1Q44
a q si. et oq qm
* * *
2001
33,640
34,290
—
2006
34,991
34,541
450
2011
36,652
34,655
1997
£. 2.2 IS. Unit ^r(1991\l
Saudi Arabia
USA
United Arab Emirates
Kuwait
Japan
Libya
Qutar
Spain
Iraq
Bahrain
Iran
•8- =, mVday (^1^ , %)
3,800,092 (24.4)
2,372,297 (15.5)
1,655,157 (10.2)
1,413,610 ( 9.1)
631,997 (4.1)
629,030 (4.0)
398,189 (2.6)
380,483 (2.0)
232,864 (2.1)
297,841 (1.9)
260,609 (1.7)
Unit ^r (yl^r, %)
1,474 (16.6)
1,901 (21.4)
304 (3.4)
155 (1.7)
859 (9.7)
397 (4.5)
63 (0.7)
312 (3.5)
209 (2.4)
136 (1.5)
218 (2.5)
- 11 -
lt.000.000
15.000.000
14.000.000
) 3.0O0.000
I2.noo.ooo11.000,000
10.000.000
H.D00.000
8.000.00D
7.00O.O00
6.000.000
5,000.000
4.000,000
3.000.000
2.000.000
1.000.000
CONTRACTED
—
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CAPACITY
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1959 1961 1963 1965 1967 1969 1971 1973 1975 1977 1979 19B1 1983 1985 193? I9 f l9 199!CONTRACT rZAR
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Far East
MkLEast
& South Asa
AfricaEx-USSR
Western Europe
Latin America
Norm America
2005 2010 2015
2.2
- 12 -
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o]
^ H ^ ^ S 1593\i R. Hawkins7l-
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^*£(Multi-Stage Flash Distillation, MSF)°1
1960^ ^ ^ 4 ^^oiEcj l ^ ^ ^ ^OOOm'/day
° l ^ ^ J i , 1980H4tfl°flfe #afl ^^S)- M J M 3/4#
7 ^
- 13 -
7\
r 1953^ S^s]cf tfl^fil C. E. Reid
1957\i ^ W # ^ ° l l tfltb 2jsi3LA^7l- n]^- £ ^(Office of Saline Water)°fl
l l l ^ -§-§- ^ ^ l A i 1965H1 19mJ
/day - S - ^ ^ #^fl^7f n ] ^
^-^1^61 ofl U] ^1 ^ - i - t f ^ O . ^ 711 ^ ^ » 1 ^ 7 ^ ^ 1 ofl
4.
2-25 ppm TDS(Total Disolved
p H ^ ^
. WH02]
3.14 ^V^-^^--g-^fe- 200-300 ppm TDS# 7> 1 JL ^
Si4. ^^fl^H^ ^-^-^4 RO t s f l E f ^
- 14 -
3.H
^ MSF71- 60% °lAoh MED7V 40%, R07J- 4%Si ^ ^ , 1991^*11^ R07]-
50%, MSF7}- 33%, MED7> 6%S. RO3 ^l^-^-n-ir°l
ROfe BWRO(Brackish Water RO) ^l
^ 1 « : ^ # 7^1oL $14. %V3L^ 1993H13
^^> 5.5 %
Sr ^ 5 f ^ 4-f^o]-2l-«l6K ° 1 ^ , UAE, *]^ ^°}^: 3 3 ^7>^A^ 200,000
500,000 mVday -g-^3 €• ^ ^ o ] ^ ^ . § > ^ ^ e ^ A l ^ ^ 2-1"
3 M ^ Hov# ^ S l " , ^Bi 7fl3 ^"^ units
EL7\\
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- 15 -
(RO:Reverse Osmosis), 1 4 ^7Hu)x]t- 4-8-sl-fe W 3 (Hybrid Process) ^^_
5- 4¥<H^4. c ' l^^S ^7l^^H|-^(ED:Electrodialysis Process), *gzHi
(Freezing Process), t f l^i f^^ ^ # £ 7l«<>l ^0 .4 ^ S b 7l#l:£- 0}
71 # ^ ZL^ 3.24
Brine ^ 4 Once-through
45}-
V# ^ f l ^ ^ 10,000-15,000 mVday, MED ^^E.^
20,000-30,000 mVday, MSF S^lMfe 50,000 mVday ^ £ ^ ^cflfil: -§- = - 5J-JI
RO # t o s ] -g-^^r ^ S ^ ^ s ] 3 .7H ojsfl ^|^£]i^ MED # ? l ^ f e
sL ^ ^ -fr l °1
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g.^- , R 0 4 MED/VC ^-^s} -#^^fe T1-S.SH- ^ l
5-7 kW(e)h/m34 7 -9 kW(e)h/m3^
- 16 -
fe- MED4 MSF^r 4 4 2~2.5kW(e)h/m33f 4~6kW(e)h/m34
i , ^ I ^ y 1 4 3-f 70~120°C4 ^ t ^ ^ H H MEDfe 30-120
U , MSF^r 55-120 kW(th)h/m3<>l 4 .
4,000-5,000 MW(e)°Jtil, °lfe
tb
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400 *d 4°14 . 1593M ^ R. Hawkins7>
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- 17 -
cflif i~2 mVday
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30,000 ppm) ^ aV^^r(brackish water, <§£ 1,000-5,000
1) ^Hr^ul-i-i! ^^V7l (Submerged Tube Boiling Type Evaporator)
- 21 -
^^-7] (Film Boiling Type Evaporator)
3) ^ 3 ] ^ t i ) ^ ^ (Vertical Tube Boiling Type Evaporator)
(wetting condition)0! -n-^ l€4
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q- -oll brined
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- 22 -
^Hfl^. # # « j £ | ^(percolating type evaporator design),
^ ^ -e 31 (forced circulation evaporator design), ^ S . ^ ^ ^TlKthin film
evaporator design)^0!
7) ^ 1 1 - ^ ^ T ^ : ^ * M (Combination Plant Cycle Evaporator)
8) ^ i i ^ - S - ^^-7] (Power Plant Makeup Evaporator)
6.
MSF a J"^^ 1960^
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^ i ^ ^ 3.5-5 kW(e)h/m3°14.
- 23 -
MSF - ^ ^ tfl^^oi 7fl^6i ZL^ 3.5011 u^flt)-.
MSF UJ-^^ 37fl ti.Hi-01 ^fl^^. tij-Ai^ once-through y <H^
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rejection section)S. T ^ S I H M.a(-cy^:&(brine recirculation)-8: ^ ^
- 24 -
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fe 1.66 o l^H 1 } . MSF fl-H 7j-<i^-£fe 105 °C
125
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2) ^"ir7|-<i-^-(Feed heater section)
3) ^fl-^-T-CHeat recovery section)
4) <S«fl#:T-(Heat rejection section)
5) | S , «!!#-¥-
30~40%l- ^ H W . ^.elJL ^^-^ro] 30%, ^ ^ f e ^ 15%^S.^
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1 (Long tube)4 ^ ? t ^ (Cross tube)^^ 4 ¥ ^ ^ 1 4 . cl
- 25 -
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3-4TEH
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71
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NPSH7f
MSF ^gjcf. 420,000 m3/day
MSF y o^^r 11
7.
MED
MSF #31^.011 21*1]
S.-8- ^
LT-HTME(Low Temperature Horizontal Tube
- 26 -
Multiple Effect)^ - f r 1 ^ # $ ^ . 6 1 4 . M Aov<S 3-^-5. °]-§-£|3L & ^ MED
$] ^ ^ - ^ a.7fl ^S] Hfl*1 el] 4 ^ T 1 * ! ^ ^ Sl-§-^(HTME:Horizontal Tube
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4 5a4. °1 3£°JH ^ ^ - ¥ ^ ^ 4 MED yov^#
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- 27 -
1) HTME-Horizontal Tube Multiple Effect Desalination
HTME y<Kloti 3)
f. HTME1- #
2] Sidem, Aiton Ltd, IDE Technologies Ltd, Sasakura
Engineering Co. Mitsubishi Co. Aqua Chem. Inc.f- & £ x\)^*}7} HTME*
3.8^ HTME1-
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MSF^l
HTMEfe
effecH
MSF^l «1-afl ^yfl J § £ O | ^ 4 ^ ^ HTME #
fe MSF ^^7lo]) tilefl aj-tf. HTME^ ^ ^
^ 3X6.*], o}^} 4e} ^^]s] 31-8-71
71 2£A^ s-
- 28 -
2) VTE-Vertical Tube Evaporation
VTE sfl^r'iHrSj- 1 - t e ^ r
effect* 3 l t * M ^~§-*M i l ^ ^ S 1-247117}- A>^-^CV. ZL$ 3.9^
7V
t f # effects.
: ^ demisteH
^r^ ^ ^^1 71 # £ 1S«;7l -tLSl «fl^^«fl7Hl 3711
Til 4 !3*K ^ ^ ^
^^^H VTE#
^ ^UUTT ^ - g - ^ s ] ^ ^ ^ . t f l a^ t ] ^ ^ ^ - ^ 1 ^ ^ Freeportsl 12 effect
Fountain Valley^ 4 ^ ^ ^ ^ 7 1 , Gibraltar^! 13
fe yv^ VTE
2)
- 29 -
3)
4.
4) MSF
5) MSF
6) VTE1-
10# ^71 ^sfl I37flfi] SL-g-?-!- I I S
4.
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4.
Si4.
55-67TC 4 V ^ ^ 1 ^ ^ Sil^.^
fe ^ - i nfl4- fe^ x ^ ^ r 5,v^1^4. i l : lr<3 u l ^ ^ Rosewell
3750 mVday^ &7] °J-# 1-^^ofl^ ^ ^ s > °flv-i^l^ o o ^ ^
16.6 k w h / m 3 ^ ° } 1 ^ <g51^: ^^-§r 7 ^ * ^ ^ ^ ±& <H1M 1 11.1 kwh/m3
# e f l ^ ^ Rosewell #eflJL
- 30 -
4.5-90 mVday
n
1970^
(Pretreatment), Jl'S"^ .(High-pressure pump), -SrS]^^ (Membrane assembly),
^ul(Post-treatment)3. ^ ^ £ ] ^ 7]^-^«l ^ ^ ^ ^ o ] z i ^ 3.11^-
fouling
- 31 -
fouling 4 ^
1^ W 3 ^ fHf-fe Hollow Fibers Spiral
Wounds ^3]7r $1^1 Hollow Fiber # ^ £ ] 3 ^ H-'SH- Ji^£(45,000 ppm
TDS °R V HH -gr^°l 7>^§H, Spiral Wound ^ ^ 34,500 ppm TDS
.§1-4. Brackish Water* 4-§-^fe ^^^^ ^ T 17-27
bar(250~400psi) ^3E^) ^ ^ ^ l € - 3 - ^ , *fl^r(Sea Water)
^ 54-80(800
1/4,
4.
2) tf€3j-# ^^>SV^1 ^3L f: 515171
3)
- 32 -
4)
5) ^ S ^ ^ : 0 ! 40%5.
6)
2)
SI31
2. ^7]:f-^^-^(Electrodialysis Process)
Water)^ ^ ^ s j - ^ 1960^*11 ° 1 ^
SJ-5J71 A]4§fc^ 1962id Arizona ^°1] 2460 V
> -itlTU 66 °C
- 33 -
3.
$14.
°1?1 ol-frS. 1960\l
n-C4H104 ^ ^ 1 ^ 114# 2*1-
$} 1/70]sj-o]4.
2) tfl-^-g-o} ^ ^ ^ ^^S^lA-1
3)
- 34 -
1/1000
4) 2*}
1) sfl^^l wj^o] uj-71 nfl^fl
2)
3)
4 ^r^fl °J-^7l7> 7 ^ 4 . ^ ^ ^nflS ^-^-1- *}&*}^ 2*}
4. ^ - ^ j - ^ ^ (Hybrid Process)
0)71 ^tV Cf^
^ # 71- 1
- 35 -
R0/MED7} $X^^\ ° l l : ^ 7|
^ ^ - ^ ^ 4 <a^m ^iiL«:7l(oill- # ^ , Brine Heater)
5. J i t f l ] ^ ^ fl^11 t l ^ l l ^ ^ ^
1- #7)
- 36 -
3.1 -§--§- r 7]
Parameter
Chlorides(Cl)
Sulfates(SO4)
Calcium(Ca)
Magnesium(Mg)
Sodium(Na)
Potassium(K)
Aluminum(Al)
Nitrate(NO3)
Nitrite(NO2)
ArrunoniumCNHU)
Iron(Fe)
Mang anese (Mn)
Copper(Cu)
Fluorine(F)
Chromium (Cr)
Lead(Pb)
PCT/PCB/Pesticides
Polycyclic Hydrocarbons
Chlorinated/hollogenated
Hydrocarbons
Conductivity
pH
Total Hardness
Alkalinity
Recommended
25 ppm
25 ppm
100 ppm
30 ppm
20 ppm
10 ppm
0.05 ppm
25 ppm- -
0.05 ppm
0.05 ppm
0.02 ppm
0.1 ppm
- -
—
- -
—
—
—
400 yScm"1
6.5-8.5
> 60 ppm as Ca
> 30 ppm as HCO3
Highest permissible
concentration
200 ppm (recommended)
250 ppm
50 ppm
150 ppm
12 ppm
0.2 ppm
50 ppm
0.1 ppm
0.5 ppm
0.2 ppm
0.05 ppm
3 ppm (under special
condition)
0.7 ppm
0.05 ppm
0.05 ppm
0.005 ppm (total)
0.002 ppm (total)
0.01 ppm (total)
2000 uScrrf1
9.5 ppm
- 37 -
S. 4.2 i i «]-§-*£( 1993 \ !
Process
MSF
RO
ED
MED
VC
Membrane Softening
Others
-§-^, m3/d
9,633,347
6,100,224
1,070,005
765,143
686,418
341,299
104,811
51.5
32.7
5.7
4.1
3.7
1.8
0.6
a 3.3 te -a 31^
Energy Consumption
el./mech. (kW(e).h/m3)
thermal (kW(th).h/m3)
Electric equivalent for
thermal energy
(kW(e).h/m3)
Total equivalent
energy consumption
(kW(e).h/m3)
Possible unit size(mVd)
Limiting factors
Total capital costs
Maintenance
requirements
Spare parts of
replacement parts
requirements
Heat transfer area
Ratio between product
and total seawater
flow
Experience available
RO
5-7
none
none
5-7
24,000
pumps, vacuum
units
lowest
high
high
(delicate, large
pumps, expensive
membrane,
replacement every
3-5 years
not applicable
0.3-0.5
medium
MSF
4-6
55-120
8-18
12-24
60,000
pumps,
valves
highest
(at same
GOR)
medium
medium
(large
special
pump)
high
0.08-0.15
highest
MED
2-2.5
30-120
2.5-10
4.5-12.5
60,000
erection and
construction
aspects : plant
reliability
low
low
low
(only small
pumps required)
low
0.1-0.25
high
MED/VC
7-9
none
none
7-9
24.000
compressors
medium
medium
high
(vapor
compressor
required)
low
0.4-0.6
medium
- 39 -
PROPORTION CO
90
BO
70
60
SO
40
30
20
13
1961 1963 1965 1967 1969 1971 1973 1973 1977 1979 I9BI 1983 198S 1937 1989 1991CONTRACT
m OTHER
M MC MOLTI ErrccT • vc VAPOUR
• RD REVERSE DSKOSIS f MS HEHBRANE SOTTCNING
H HSr MULll STAGE FLASH EVAPORATION •
» VMO4ECK. KIMS
•cnsr Ml itrua.uxs i t VMCWCX COHULIINS
3.1
• Membrana modJto* ara • Combination ol MSF wtth VTEol tubular tytx. plat* »Irarrw typ*. scfaal-^raynd • Combination ol MutU-«Hact • VFVC(Vacuum FfMIfrMtyp« and hoNow-riow tystama wttn Vapoi comofatalon Vapor Ctypa. tyatam
• VTE(Vaftlcar TubeEvaporation)- FatEno Urnavaooralors- Rfeino lintavtpofaton- Evaporator* wtthforced artd naturalsolution drctHation
* HTME(Horl!on!a! Tub*Multiple Effect)
- Vertical «r>d Hmdootgr tub*wapoialrion comblnta* »4thVapor comprasslon
-ME/VCUwrmal
• Combination ol RO wrttt 'Dfetfltatfon Procewes- RO/USF- RO/HTME
3.2 7}^$]
- 40 -
3
|
«
Energy consumed in the plmt
3.3
Fouling
Cbndensat efifm
' . . * " ' - • - ' • .•p**.v'.«*. '--"v'; : * . ' . " - •
Vapour flowTv
3.4
- 41 -
3.5 MSF piffle.
Aimosphericdegassing
tank
Itairrstnr andheat. rejection
section. • • f~4 stages)
1 Heat recweryj ' sectioji! {—'45 slaves)
To atmospherei Air ejeclnr1-C3P-*- Steam
rfcafinputsection
To atmosphereflOT I Air ejector Veni
Steam supply
Sulphuricsupply
Chlorine supply — J Raw seawator
i—•- _ Produd wtier25. 5f .
Product water pomp
3.6
- 42 -
3rdEFFECT
2ndEFFECT
1stEFFECT
3.7 MED ^ 3 7fl\|:E
HEATING STEAM
FEEDWATER PUMP
SEA WATER
s-r I si£ 3..r T-r^1" i
PRIMARY EFFECT
SECONDARY EFFECT
TERTIARY EFFECT
HEAT DISSIPATION UNIT
I TO FRESHWATER TANK )
BRINE EXH. FRESHWATERPUMP
EJECTOR
3.8 HTME
- 43 -
-BRINE NOZZLE
BRINE OF 120,5"CFROM PREVIOUSEFFECT
STEAM FROMPREVIOUS EFFECT
UPPER STAGE BRINE CHAMBER
-BRINE WATERLEVEL
GENERATEDFRESHWATER '
HEATING STEAMCHAMBER
STEAM TONEXT EFFECT
BRINE TO EFFECT
3.9 VTE
e-superheater Compressor
Brine hcater
heator
Saline waler
Brine htow down
3.10
- 44 -
PRETREATMENT PRESSURE ROMAMBRANESPUMP
3.11 RO f-te
- 45 -
7fl
Sim-.
50-60%
23~35%°11
7\
l i
- 46 -
^7171- ^
water/power
MSF 1-iaS.
^-fe ^7} A}O)^(Extraction
71 fe-
n ^ 4.4^ tifl0^}0]^^ 71
Cycle)# 4 4 ^ J L Si4.
4.
- 47
^ ^ 5L7]o]t|-. Rankine cycle
cc| ^_7}$\ ^ ^ 1 - -i-A|ofl A3Aj.§]. o ) ^ s . ^ o ) sefl_E=. Rankine cycled
Rankine cycled
4.5011 ^ ^ ^ - ^ j - y ^ ^ * > ^71 A><>m£
4.64 ^
lier Diagram)
l & x=l-&
Mfe ACFDA5.
4.H
- 48 -
oj nfl
2)
3)
4 *! ^ - ^ / ^ l ^ ^ ^ « 1 (Water/Power Ratio)
7 H
co=W'/N (4.1)
Millions of U.S. Gallons per DayWuL N 8r
7J-1 ^ 7 ]
1000(kgm ) • 7(4.2)
W"(med) = WW/hr)24hr/dayW Cmgd; 3.785xl03m3/Mgal (4.3)
= 6.34xlO~3W'(m3/day)
Power Outputs 4 ^ 4 ^°1
e ) = 860xl03Kcal/MWh iNAUX i N p
— ^ 7 1 -n--^^, H— 51^: ,
- 49 -
. Water/Power «lfe Al
5mgd
l Sfl^l- by-pass
by-pass Al?l 4 .
^ ^ water/power «l7}- ^ -^ ^Jo] ^ . ^ ^ nfl
«3=ofl a(-e} ^7]^7l ^(Extraction Pressure)^:
#^0]*): ^ . 4 . oli). 7EV ^ o l ^ l l - #^B|<S E HJ
t ^ ^ - j i S ^71-g-^E^ HI (Extraction Condensing
Turbine)^ afl7lE^wl2f ^ - * E ^ « 1 ^ %^O] ^ 4 . o]
2)
- 50 -
^ 7 l # by-pass «Hr
3) 4 # ^ 3 *]H(Level Control) ^ «.e)-*l 7><
4) ^
5) K.
^ ^71
70-105%
Water/Power tf]^- E-Jois] «
^-^•i : ^S | -A1^A5.^ Water/Power U1S
L^ 300MWe $.^3\• lOOmgdsl -
I: 1970^^1 ^ 1 ^ 5 3 4 o] BWR^ ^ ?
°1 # ^ 3 E-]H] «fl<a- : 1.85 atm,
- 51 -
jH^oj £5.1= l i rC , ^7)2) ^ ^ « 1 ^ 8*14. =L?)3- ^
olfi] ^ 5 . ^ 2<>14.
^(Blade)4 i^j-^jr ^ d TJ ufl 7) (Exhaust Annulus)#
Tfl^^^r *>5a4. °lBitb E alofl rfl j- ^2;S]A>OJ ^
u]7l- ^uV^1?] Eiaifi4 et^- ^cj-xlu)- Bfloj-i- 1-5 atm^H
^Efl-i- FTCFlexible Turbine) A| Efl
1.85 atmas^liyC)^^ 0.8 atm(ts=93°C)5.
$t}<q 4 A ] 2.8 atm(ts=130°C)
^ ^ 4.9°fl
345MWe°114 * ) ^ 272 MWeS
85°1)4 ^tfl 107
ufl
ols1'?i- *| —18-i" LPCT-P(low pressure condensing turbine - parallel )A1 —'
r-E-4.
- 52 -
#
3} IS.
^ 22 (a)*r
nfl(Peak power)
LPCT-PS(low pressure condensing
turbine-parallel series)*1 ^ ^ 1 4 ^ t t4 . ^°llA1 ^ # t t 37}*]
* 5 4.2°fl
by-pass | a ^^r ^••g-^S.l- 4-§-^^ ^.s].^. s ^ § r ^ ycv^°l Si4. °1 uov
2.5-10 ^ ^
- 53 -
^ 7 ) 4 by-paSS
S14.
1 6 *l
1985>d
1) M M 2 ] 3.7]
^ ^ i2:7l7l(MSFon^i :b 0.3-0.35 MWe/mgd-water)6!]
4.
2)
10% 3j^>fe #^y]-g-g: 3.711
- 54 -
3) = . 3 . ^ ^ Q
MSF 1-^S^-H wfl^^yl^ <£?)£ 2 atm7>
£ S . 120°C ^ «.e
fe- MSF 1-^S^^l
4)
b 250 mVday : 1 MWe ^ £ S . ^^l§>fe ^ o) 2j^§>c}. nVot ^ ^ A ^ A V ^ O ] 600
r 150,000 m3/day7l-
E S . 2 5 0 1 ^ w
- 55 -
S. 4.1 &;
(1) High pressure steam to
turbine (ata/"C)
(2) Specific enthalpy IA, kcal/kg
(3) Low pressure steam to brine
heater, ata(x)
(4) Specific enthalpy in, kcal/kg
(5) Low pressure steam to
condenser, ata(x)
(6) Specific enthalpy ic, kcal/kg
(7) Specific enthalpy of
condensate, kcal/kg
Energy
(8) required for steam generation,
kcal/kg
(9) available as mechanical
energy, kcal/kg
(10) available as process heat,
kcal/kg
(11) utilized=(9)+(10), kcal/kg
(12) Energy utilization of cycle =
(ll)/(8), %
Single purpose
desalination
plant-
-
2ata(x=l)
646
-
—
iE=120
iR-iE=526
iR-iE=526
526
100
Single purpose
power plant
40/410
771
-
O.OSata
(x=0.875)
549
iF=33
iA-iF=738
iA-ic=222
222
30.1
Dual purpose
plant
40/410
771
2ata(x=l)
646
-
-
iE=120
iA-iE=651
iA-iB=125
iR-iE=526
651
100
Remarks
kg/cm2abs
Hlurb=80%
Neglecting
bearing losses
Excluding boiler
and auxiliary
losses
56 -
a 4.2 A AI
System
FT
FT
LPCT-P
LPCT-PS
For investigated plant
Variation of net
power
Max,Min(MWe)
345
270
382
435
Variation of water production
Min, Max(mgd)
Change of
water/power
ratio of plant
85 0.33-0.25
(100/300)-(85/345)
108 0.33-0.40
(100/300)-(108/270)
66 0.33-0.17
(100/300)-(66/382)
44 0.33-0.140
(100/300)-(44/435)
For boiling-and pressurized
water reactor dual purpose
plants
Variation of
net power
as % of net
base power
+(5-5-15)
-(5-MO)
+(15-^30)
+(30^45)
Approx change
of water
production per
MWe net change
of power, mgd/
MWe
0.3
0.3
0.4
0.4
* Adapted from Gluckstem et al.(1970)
* Base plant investigated: 300 MWe net, 100 mgd, plant factor n=85%
- 57 -
WAREHOUSE AND$1ELPO&-EREP'LA§T_ MAINTENANCE FACILITIES
FRESH WATERSTORACE TASKS
^; DESALTING PLANT_ SUBSTATION
S§* WATER INTAKEPUMPISC PLANT
4.1 ils]
KPturbine
LPtuibine
heater
Fbwr generating system
flash evaporator stageNuclear steam
supplying system ProcfuctM . S . F - d i s t i l l a t i o n system v < a L e r
4.2 Pressure Cycle)# <*!-§- bS.?flE
- 58 -
Generator
Nuci ear steamsupply system
^ F r e s hwater
Blowdownand heatre j ec t i on
Salt water
4.3 ^7]A>O]^(Extraction Cycle)
supply systan
ueneraior
Generator
.Freshwater
Blowdown andheat rejection
Salt water
4.4
- 59 -
I.. P.STKAMOKNKKATOU SI. :'. STK-M
H. i>. STEAM GENERATOR\ BACK PRESS'.RF.
\<; \ P.i.iv TIRB1NT
\!-...i»
HKINKHKATKK
KKKI i TANK SKA '.VATKK
I. SINQ.E PTRPOSEUF.SALiNATION PLANT
CoNDKNSKK _ ^
FKKU
•GM-©
BRINKHKATKR
IM.
SKA WATERF.VAPORATOR
|| . SIXCLE Pl.-RPOSE B W , A L P U H P O S EPOIVKR PLANT POWF.R S: DESALINATION PLANT
4.5
a.•ul
a.g 200
100
/
/
¥/
410t
- I Ayv1201C
. . *
/it
-«
t
It
K \ •'
V\ \C
t
t
tf
\
7 ? -
4.6
0.5 1.0 1.5 2.0 KCIAK
ENTROPY
EEofl T - S
I00OKrai
800* * -410t
-0.873
O O.S 1.0 1.5ENTROPY
4.7
2.0 KoOAit
- 60 -
STEAVJEJECTORS
'.PUMP
M.iasc HOT
4.8 300 MWe,
g IK
i - toe
•z. 80
t
-
-
-
V
• •
f I
!
v
1
i
ki
5
- %w
•1
ATER*~
-
-
OWEft"
1
- <
a
8 2a:otx.
7 ga.
90 100 JIO 120 130 140TURBrNE EXHAUST TEMPERATL'RE
4.9 Flexible turbine system(F.T.)^l^
- 61 -
t l .Kl.EXl)1. N>'CLEAR r.F.ACTOK
I 2 . RACK I'R£.» . 1 ! :3E Tt'kBIXK
I J. LP. (;oxu£.:.'-.si; TCRRINK
*.. O'lSUKXSLr.
: . .-:-:KI; WATr.'.-pi'Mi-
•-'. v'v. FKKU •:--y.H IIEATKI'.1-. HfclNK Hi.-':.?.1!. r l .ASH K'.'1.? .'.KATOK
Ci'.\"i)KXSATF
4.10 q*\
W SERIES FLO'A FOR NOXBASE-LOAO OPEHATIOX >-
LECESD
I. BR1ME HEATE?. 5. DISTILLATE P I M P1 HEAT RECOV2KY STAKES 7- SEA WATER P I M P3. HEAT REJECT STACKS .1 REJECT SEA tt'ATFR4. BRINE RECVCLZ =>l •.:? n. BOOSTER P I M P5. BRLNE BLD'.V If >'.VX ? ! M ?
— STEA-MCOXPESSATEBRIXE
_ S E A WATKR•, DISTILLATE
4.11 IAEA ^
- 62 -
4 1 % IAEA l
IAEA
<L^, 1990\i
1992H!
1990V1 S l ^ ^ - 1 - ^ A^^LS. 4°1-Sel?l- ^ 1 ^ 57B S]^^-(Algeria, Egypt, Libyan
Arab Jamahiriya, Morocco, Tunis ia)^^ # 3 * ] ^ - § - cfl^^-S.
^ ^ 71 ^
- 63 -
h 1 9 9 4 ^ 3
Saudi Arabial- E R V ^ - S . * U H
IAEA^ ^^l-^ol-g- 'g-^S)- #BflE.fi! Demonstration Facility
^ ^ ^ ^ s f # 4 ^ 7 1 ^ 3 ] 'Q^l option
411!: Option Identification Program^ ^ r^^ ] -^ Q^)£. Demonstration
4] Option Identification Program ^*3
ofl^^l ^ ^ ^ ^ > 5 . 4 ^ ^ 1 ^ 10,000
mVday -g-^fil RO # ^ ^ 7fl^, ^^ i^^J ^ ^ S . ^ ^Tfl^ RO ^&*L 7fl^t 4 ; ^
^Itb MED W^ 7fl^o] ^ 6 . ^ , ^ ^ IAEA
Demonstration Facility^
% •
- 64 -
- S9
^ftf-R- ^
gIn Ua^te&l*
Trkto^to io?Ra^k ^^fe^- ft^ ute-8-
# b IOR'^HO ^ ^ f r ^ i - ^ k ^ t ££ : fe{^ft ^ ^ -bvaN/aoao ^ vavi
Ifclk tote-S"Ar ibTb-B" fttalo ^ ^ --b^ TTtsU^ ^py"S-^ to££[§
tstvIc. lo^av loPr"^^ &&&&{*& -ta-tn | b ^ iff¥ if^^ TL^ ftlo
5U4.
, Grid* f s ^ i j 3]^ RO
5}. #^^o)l ^ ^ # ^ ^ - ^ ^ o |^ ^n> o>u|^ Process Heatt- ^l-g-^F^
x j^a iA^ ^ ^ Grid
1^^4 <a^-°14.[3] 4 4 * ^ 1 3 : ^ Aktau Complex^
BN-350-1: ^l-g-§H ? l e ^ ^ ^ 1
^^-sfl SLJL ^ o . ^ ^-^5]- #ef lS^ MED4 MSFt:
160,000 m3/day°fl 0)5.37
^ 71 ^ ^ ) 4 ^ ^ -8-^1" ^ ^ 4 f e ^ l A}-g-§|-Jl &4. 7\X}3L
fe- Ashdod<Hl ^ 4 ^ - M E D # ^ 1 ^ . ^
fe Demonstration-g- 4^" #te(17,400 mVday -g-^^S^-i 50 MWeS] SJ-
^ 4 Low Temperature Horizontal Tube Multi-Effect(LT-HTME)# «?! 1
] 01 o.o| ol #eflE.fe 1983^
ol o.
- 66 -
CANDID ^ 3 * 1 3^-§: 4^ -A^ CANDU
RO ^ ^ s } - f - ^ o ] o f l i ^ ^ s . °l-g-*l-fe- Desalination/Cogeneration
CANDESTA S £ ^ - & - ^JSJ-ai §14. 3-#^ ^ £ ^ 4 CANDU6, CANDU3
el 31 CANDU80
1989\i 5MWt -§-3=3 Heating Reactor?! HR-57f 7>-^£)^3L ^^fl 200MWt -g-
. HR-200^ ^1^4- ^^1^«14. ol^f ^*|5f^ HR-5# <=>)-g- 3,500
m3/day3 ^-^rSl- t ^ S f 2003^4^1 ^V-^^S^ Chandao^l
^ l ^ 150,000 V
Sfe MED
RO3 Hybrid Type 1ehr^ S.S.>*fl^3- 7]-«a-^^S.(PHRW)-
3 H 6,300 mVday
3.3,3.
2}- #efl^ 7fl
*> 4 ^ 1 ^ £2}"^ (Pre-Project Study)^: IAEA
- 67 -
HR-51- 71-g-±3. •& lOMWt - § - ^ Heating Reactor^M
MSF7f
1974\!
^r RF Desalination
KLT-40 € 4 S . l - ^ - 8 - * ii-g-^ - ^ ^ l - ^ ^ ^ r ^ - ^ r ^ l ^ ^ 7
^ # ^ 160 MWts] KLT-40^r MED l - ^ l ^ ^ ^TflsH 20,000 mVday^
^ ^ ) R 0 #^flEsf <
7fl 4 ^ SMART!:
1. SMARTS #^J
^ Loop <8 7>°0-;§TiSo11 «l«fl
System-integrated Modular Advanced ReacTor)!- 2 0 0 0 ^ ^ ^ ^-g-S|-# ^ - I S 7fl
SMARTS 7 l ^ ^ 7>«y-^^S. 7 ] # # ScflS ^ ^ ^ j ^ ^ l s ] ^ #
^ 10-5 <>! rV1
TQr#± 7}
90% «>1 «>1 3\! «1^51 ^Hv^i ^711- 7HJL &4. SMARTS ° ^ ^ 1 ^ ^
safeguard vessel^ A>-g-slc}. --g-Aj. ^ 9 - i : Af-g-^-^^^) 3. MTC1-
- 68 -
. SMARTS
5.34
SMARTS
q-ol-71-
t ^ water/power
°1 ^° f l^^ SMARTS
2.
. 3 MPa, 285
Jd.E|.ol 7 | - o | 7 l
- 69 -
feedwater* ^ ^ M fl*Hfe water/power *
SMART ^l^Mlf- -iTfl^a}- IAEA TECDOC-666S]
31-1- 3 . ^ 5.14 ^ 5.2 1 M-E}^^4. } wi H Z L ^ £ MSF
¥ *S*llTr MED* 4-g-^ nflo|4. ^ Z L ^ ^ MED ^ ^
. 40,000 mVdayS] ^ - ^ * ^-tV^: nfl, MED»
20MW(e) ^ £ S ]
GOR(gain output ratio)4
3.
Kr ^ 7 l ^ 70~135°C
. IAEA i l a L ^ ^ 71$- -§-^ E^al^ ^ ^ cf^. ^ 7fl *fl 7] 5 ^ yfl
water/power «l7> ^ ^ ^-^S. 3L%& -#^*\ - ^ ^ s ] ^ Ei«l bypass^]
- 70 -
5.34MSFt- Af-g-§n^ irfloijL =. » j ^ ^ MED
. MSF
# IAEA
4.
water/power
water/power «
4.=L% 5.54 n ^ 5.6^ EiwJ f^°IM ^7l ^
^ - ^ ^ ^ ^ ^ ^ : ^ - ^ § 4 . ^ #*» ^ ^ ^ MSF
MED1- A>-§-^ nflol^. g_X\Q ^ £ - ^7.)} *mo\)X
.5fe ^ 7 l # 100%
- 71 -
7) 6\ 3} -fjEL
7} § « 3H4. =L$£r S£# 40,000 V
MED
5.
^ 7 ] Grid A j ^
5.7^ SMARTS>H ^ ^ > € ^ 7 1 * ol.§.«() R O Tfl-f-A
40,000 mVdayS]
4 . RO yJ-^
5 ^ SMART
SMART1-
*
72 -
5aSMARTS <
3-8-*Hr Hybrid
(LT-HTME) ^EflS.-H Brine Heater^ ^tfl ^oJlM^ ^ i ^ ?fls.fil
fe Brine HeateH^ 135°C
"Stand-Alone" ^ ^ ^ ^ ^ ( S A - R O ) ^ - "Contiguous"
^ 1 4 . SA-ROfe «>iJM
SI3. C-ROfe
(Hybrid
1-eflM£l- SMARTS
-f ^7] Grid System^ *i*l*H
^^lfe §14. yJ:^ f11^^^ ^ SMARTS ^-^5}- #eflM7|- ^Til^ nfl,7} iflfi] -?-^-^ol <g^<
Intermediate Loop#
73 -
SMARTS
. o| <§^oll o]sfl ^ - ^ ^XV
SMART* °l-g-*l|
. SMART
SMART* o]-8-«H
MSF Sfe MED4
- 74 -
30%)
j ^ R 0
4 . ^ l^^ r ^7l^AVol] ^ ^ V £ S . ^ ^ ^ - 5 ] ^ S
^7171-
2.
SMART
7}
^ 4 . IAEA^ Safety Series 110:25°fl
] o,2i(Principle 26)^8:
SMART
4
- 75 -
MSF S ^
3.
oj-g-
SI7] . MSF,
4. 7J
- 76 -
4.
- 77 -
s. 5.1
Reactor Country Type
Size
heat/out
put
Fuel
(enrich
ment)
Max.
steam
temp.
CO
Primary
temp.
CO
Primary
pressure
(MPa)
Status
A. Reactors producing heat
AST-500
GEYSER
HH-200
LT-4
SES-10
RKM
RUTA
THERMOS
TRIGA
Power
System
CIS
Switzerl
and
China
CIS
Canada
CIS
CIS
France
USA
PWR
integrated
vessel
PWR pool
PWR
integrated
vessel
PWR
vessel
PWR
integrated
pool
LWGRmicro
modulePWR
integrated
poolPWR
integrated
pool
PWR
vessel
500
MW(th)
23
MW(th)
200MW(th)
80MW(th)
10
MW(th)
150
MW(th)
20
MW(th)
100 or
150
MW(th)
64
MW(th)
UO2
(2%)
UZrH
(19.7%)
UO2(<3%)
UO2(<10%)
UO2
(2.5%)
UO2
(2%)
UO2
(3.5%)
UO2
(3.5%)
UZrH
(19.7%)
160
148
140
300
95
190
80
137
115
141/205
155/166
135/200
278/372
73/95
138/265
65/95
131/144
182/215
2.0
0.72
2.2
12.8
0.35
7.85
0.24
1-1.1
3.0
- based on pilot plants and VVER
experience
-design completed
-design reviewed by IAEA- based on established TRIGA
research reactor
- thermal hydraulic full size test
carried out
- basic design completed-based on 5MW(th) prototype
plant being operated since 1989
-basic design completed
-safety review underway-based on established unclear
powered icebreakers(KLT-40)
special design for
barge-mounting available
-detail design completed and
approved by regulatory bodies-evolved from 20kW(th) research
reactor
-based on lMW(th) prototype
plant being operated since 1987;
safety review underway-based on experience with light
water graphite moderated reactors-detail design completed
-based on experience with research
reactors
-based on established French PWR
-basic design completed
-based on established TRIGA
research reactor plants
-design processing
- 78 -
Reactor Country Type
Size
heat/out
put
Fuel
(enrichm
ent)
Max.
steam
temp.
CO
Primary
temp.
(t)
Primary
pressure
(MPa)
Status
B. Reactor for cogeneration
ATS-150
HTR
CIS
Germany
PWR
integrated
vessel
HTR
modular
vessel
535
MW(th)
(max.
180
MW(e))
200
MW(th)
(max.
80
MW(e))
UO2
(3%)
UO2
(7.8%)
290
530
265/340
250/700
16
6.0
-based on pilot test plants
-detail design completed
-based on constructed and
operation experiences with AVR
plant
-detail design to be completed
-safety assessment by German
licensing authorities performed
-special design for
barge-mounting available
C. Reactor generating electricity
AP-600
ATU-2
BWR-90
Candu-3
CAREM
E-49
USA
CIS
Sweden
Canada
Argentina
CIS
PWR
vessel
LWGR
channel
BWR
vessel
HWR
pressure
tubes
PWR
modular
integrated
vessel
PWR
vessel
1933
MW(th)
(600
MW(e))125
MW(th)
(40
MW(e))2350
MW(th)
(720
MW(e))1439
MW(th)
(450
MW(e))100
MW(th)
(25
MW(e))356
MW(th)
(70
MW(e))
UO2
(3.6%)
UO2
(3-3.6%)
UO2
(S3.5%)
nat UO2
UO2
(3.9%)
UO2
(21%)
271
170
286
260
286
300
280/316
260/283
286
260/310
278/326
273/323
15.5
6.7
7.0
9.9
12.25
16.0
-based on the established
W-PWR design
-design processing to meet safety
certification by end of 1994
-based on prototype EGP-6
-regulatory review is agreed with
GOSATOMNADZOR
-based on the establishedBWR-75
-design completed
-based on established CANDU
-detail design to be completed
-concept approval by 1993
-basic design completed
-detail design underway
-draft project of floating plant
- 79 -
Reactor
MHTGR
NP-300
PHWR-2
20
PHWR-5
00
PIUS
SIR
4 S
VVER-4
40/213
Country
USA
France
India
India
Sweden
UK
Japan
Poland/
CIS
Type
HTR
modular
(4units)
vessel
PWR
vessel
HWR
(2unit)
pressure
tubesHWR
(2unit)
pressure
tubes
PWR
integrat
ed pool
PWR
integrat
ed pool
LMR
fast
reactor
pool
PWR
integrat
ed pool
Size
heat/output
1800
MW(th)
(692
MW(e))
950 MW(th)
(300
MW(e))1580
MW(th)
(440
MW(e))3460
MW(th)
(1000
MW(e))2000
MW(th)
(640
MW(e))1000
MW(th)
(320
MW(e))
125 MW(th)
(48 MW(e))
1375
MW(th)
(424
MW(e))
Fuel
(enrich
ment)
UO2
(<19.9
%)
UO2
(4%)
nat.
UO2
nat.
UO2
UO2
(<3.5
%)
UO2
(<4%)
U, Pu
met
455
(20%)
UO2
(<3.6
%)
Max.
steam
temp.
CO
540
293
251
251
270
298
455
259
Primary
temp.
CO
260/704
278/312
249/293
260/304
260/290
294/318
355/510
267/295
Primary
pressure
(MPa)
7.1
15.5
8.7
10.1
9.0
15.5
0.1
12.26
Status
-based on construction and
operation experiences with Fort
St. Vrain Plant
-basic design completed
-preliminary safety assessment
by US-NRC performed
-based on prototype plant CAP
-general design completed
-based on commercial operation
of power plants
-standardized for commercial use
-review by regulatory bodies
-based on PHWR-220
-500 MW(e) unit to be
constructed
-based on experimental facilities
-basic design completed
-preliminary safety assessment
underway
-design concept
-design concept
-based on commercial VVER
operational experience
-upgraded plant design
processing
- 80 -
Kazakhstan
4 Kazakhstan^ 31 *}-3 &
Reactor
Name
BN-350
Ikata-1,11
Ikata-III
Oh i-UI
ow-iniv
Genkai-III
Takahama
Kawahiwazak
-I
Location
Aktau
Ehime
Ehime
Fukui
Fukui
Fukuoka
Fukui
Niigata
Type
LWR
PWR
PWR
PWR
PWR
PWR
PWR
BWR
Capacity
(MWe)
90
566
890
1,175
1,180
1,180
826
1,100
Grid
Connection
1973
1977/
1981
1994
1977/
1978
1991/
1992
1993
1974
1985
Desalination
Process
MED/
MSF
MSF
RO
MSF/
MSF
RO
MED/
RO
MED
MSF
Capacity
(m3/d)
650,000
2,000
2,000
1,300/
26,000
26,000
1,000/
1,000
1,000
1,000
Date
1973/
1975
1992
1973
1973/
1976
1989
1992/
1998
1983
1985
- 81 -
5.3 SMART
Nominal Thermal Power of Reactor, MWt
Pressure of ther Primary Circuit, MPa
Nominal Pressure
Design Pressure
Coolant Temperature at Nominal Power, °C
Core Outlet
Core Inlet
Coolant Flowrate through ther Core, kg/s
Number of MCPs
Characteristics of MCPs
Capacity, m /h
Head, m(MPa)
Working medium temperature, °C
Working medium pressure, MPa
Rotational speed, rpm
Power consumption, kW
330
15.0
17.0
310.0
270.0
1556.0
4
1982
13.5(0.095)
310
15
3600
128~170
S. 5.4 SMART
Parameter of the Secondary Circuit
Nominal Steam Pressure, MPa
Design Pressure, MPa
Design Temperature, °C
Parameter of Steam
Output, kg/s
Pressure, MPa
Temperature, °C
Degree of Superheating, °C
Parameter of Feedwater
Pressure, MPa
Temperature, °C
3.0
17.0
350.0
120.13
3.0
285
40
5.0
180
- 82 -
S. 5.5
^ ^ ^ ^
MSF
LT-MED
RO
Ei«l a)loa-(kPa)
200-370
35-40
5-8
-8-^ ^£(°C)
120-140
69-76
30-42
- 83 -
Net Electric Power (MWe)
uaSienrn
-$>
srfi.
Distilated Water (m3/day)
Net Electric Power (MWe)
U
en
SSL
r-P-
CO
Distilated Water (m3/day)
I
Lil
Considering Distillation Process Effciency
4 0 -
3 0 -9.0x10
80 90 100 110 120 130
T/B Exit Temperature (oC)
140
5.3
0)
oD_O
ictri
iuill
a>z
8 0 -
7 0 -
6 0 -
5 0 -
4 0 -
30-
20-
n
°\ / ^
^3
2.0x10 j j
CO
E,
1.5x105 DT3O
,-21.0x10 <0
5.0x1060 70 80 90 100 110 120 130 140
T/B Exit Temperature (oC)
- 85 -
Net Electric Power (MWe)
uen
rini|o
wa
OJD
COCD
3mX3o
o pb
o
roo
o "
0)o "
00o
10 AO O
\ \\
\ \\
%\*
0) cD O
o o o
i
/
/ of a
aric :
\ J/ u
/ <"/ "•
/ -/ S.f ZT
V iA l/ \ 1
1 \ 1% q
/
sm0m3
o3CACm
pti
0
VJ
inoif
IOC D 0
O
oX
oX
rox 0)X
bX
Distilated Water (m3/day)
Net Electric Power (MWe)
uenen
rfiCO* -+ •
(0!U3
.2, mo^
o'3
o pb
c
roo '
o
0) .o
oo .o
_ i
j 0)3 O
\
\
A 01O O
0) ^J
o o
\
\
\
A/
/
//
/
00o
(D OO O
/
/ %/ a;ri
/ °/ w
/ ^\ f ^
\ / - w
A i/ \ ./ \ g
N X\ 3
o
)
CO"nm3e
rg
><o0D(I)C
3
ion
? oX
bX
MX
Distilated Water (m3/day)
"5?
Pow
ei
ot5
Ele
•u01W
30
25
20
15
10
5
n
^ ^ ^ ^ Energy Consumption = 5-7 kw(e)h/m 3 f * '
0 0 2.0x10" 4.0x10" 6.0x10* 8.0x10'
Water Production (m3/day)
105
100 §
95 a
o90 °-
o85 I
LU
8 0 a>
75
1.0x10°
5.7 RO#
- 87 -
6 a a
fe- ol sit!:
SMARTS
Si4. ^-^H^r <»H
^
71
2)
- 88 -
3)
Til
4) ^^B
, Hybrid $ f-ol
Si4.
5) SMARTS
^- ^ 4 f^*.5.>M MED
6)
- 89 -
- 90 -
[1] Desalination of Water Using Conventional and Nuclear Energy, IAEA
Technical Reports Series No. 24, 1964
[2] Use of Nuclear Reactors for Seawater Desalination, IAEA-TECD0O574,
1990
[3] Technical and economic evaluation of potable water production through
desalination of seawater by using nuclear energy and other means,
IAEA-TECDOC-666, 1992
[4] Summary Report on Demonstration of Nuclear Desalination Processes in
the Framework of the Agency's Options Identification Program(Draft),
AGM, July 24-28, 1995
[5] J.K. Seo, etc, "Advanced Integral Reactor(SMART) for Nuclear Desalination,"
IAEA-SM-347/40, Proceedings of a symposium on nuclear desalination
of seawater, Taejon, Korea, May 26-30, 1997
[6] A Study on the Economic Survey and Analysis for Seawater Desalination
Plant using Advanced Integral Reactor, KAERI/CM-157/96, 1997
[7] Comprehensive Water Plan, Announcement by the Government of the
Republic of Korea, 12 August 1996
[8] sfl*r&*r&, tt&<£7]<£<&=?-#, 1985
[9] The Desalting ABC's, Saline Water Conversion Corporation Research
Department, Riyadh, Saudi Arabia, 1990
[10] Desalination of Seawater by Reverse Osmosis, Noyes Data Corporation,
- 91 -
1981
[11] State-Of-Art in Offshore Plant And Desalination Plant Engineering, Korea
Institute of Construction Technology, 1985
[12] CANDU, Type Reactors for Dual-Purpose Power and Desalination Plants,
AECL-2213, 1965
[13] D. H. Furukawa, "Effects of Pre-Heated Feedwater on Seawater Reverse
Osmosis Desalination," IAEA Workshop, Nov. 1-3, 1995
[14] T. Kannari, "Seawater Reverse Osmosis Desalination Plant Feasibility Study
- Cost Comparison and Environment Evaluation With and Without
Pre-Heated Feedwater," IAEA Workshop, Nov. 1-3, 1995
[15] I. S. Al-Mutaz, "Seawater RO Operating Experience - Difficulties
Encountered Operating and Maintenance Membrane Lifetime Environmental
Impact," IAEA Workshop, Nov. 1-3, 1995
[16] CANDESAL, A Canadian Desalination System, CANDESAL Inc.. 1995
[17] CANDESAL, An Advanced Water and Energy Production System, Egypt
Application Study, CANDESAL Inc., 1994
- 92 -
INIS
KAERI/AR-490/98
M^l tfl^- SMART
(TR,7\
1998
92 p. v ), 7] 26 Cm.
v
fe SMARTS
SMARTS]
ASAi MED
fe RO7>
SMART, MSF, MED, RO
BIBLIOGRAPHIC INFORMATION SHEET
Performing Org.Report No.
Sponsoring Org.
Report No.Standard Report No. INIS Subject Code
KAERI/AR-490/98
Title/Subtitle
Review of Nuclear Electricity Generation and Desalination Plants andEvaluation of SMART Application
Project Manager
and Department
(or Main Author)
Han Ok Kang(Advanced Reactor System Technology Development Team)
Researcher and
Department
Hyung Suk Kang, Bong Hyun Cho, Ju Hyeon Yoon,Hwan Yeol Kim, Young Jin Lee, Joo Pyung Kim,Doo Jeong Lee, Moon Hee Chang(Advanced Reactor System Technology Development Team)
Publication
PlaceTaejon Publisher KAERI
Publication
Date1998.3.
Page 92 p. 111. & Tab. Yes(V), No ( ) Size 26 Cm.
Note Advanced Reactor Development
Classified Open( V
Class
), Restricted(
DocumentReport Type State-of-the-Art Report
Sponsoring Org. Contract No.
Abstract (15-20 Lines)
KAERI are developing a new advanced integral reactor named SMART for dualapplication purpose of the electric power generation and seawater desalination. This reportare describing the general desalting methods with its technology development and thecoupling schemes between electricity generation system and desalting system. ThoughMSF takes the most part of currently operating seawater desalination plants, MED andRO has been preferred in the past decade. MED has a advantage over MSF with theview to investment costs and energy efficiency. The coupling between electricitygeneration system and desalination system can be realized by using one of backpressurecycle, extraction cycle, and multi-shaft cycle. New design and operating strategy has tobe established for various environment and load conditions.
To evaluate the candidate desalination systems of SMART and the coupling method ofit with other secondary systems, the desalted water and electricity were calculatedthrough the several options. The result shows that backpressure cycle is preferred at thehigh water/power ratio and extraction cycle at the low value. If energy efficiency areonly considered, RO will be best choice.
Subject Keywords(About 10 words)
Seawater desalination, SMART, MSF, MED, RO, Couplingscheme, Nuclear power generating and desalting cogenerationplant