-
1
...................................................................................... 2
.......................................................................... 7
........................................................................ 23
........................ 33
............................................................................ 35
................................................................ 46
........................................................................ 47
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................................................................ 70
........................................................................ 85
.... 86
........................................ 96
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...................................................................... 101
-
2
1 / 5
102/10/01
1.1 1.1-1 ..
1.1-1 1.1-2..
01-01-001 2
1.1 1-iii
1.1-17
1.1-18
1.1-11.1-2
1.1-1
1.1-2
1.1 1.1-2 13
14
01-02-002 2
1.1 1.1-2
10
CFR 72NUREG-1536NUREG-1567
ASME, Section IIIASTM
01-03-003 2
1.1 1.1-8~
1.1-18
()
1. ISG-7, ISG-8, ACI
301, ACI 304, ACI 305,
ACI 306, ACI 308, ACI
309
2.
(3)
9129
(4)RG1.31, "Control of
Stainless Steel
Welding. "
(5)RG 1.38
()
1. ISG-3, 4, 6, 7, 8, 10, 12, 13, 14, 16,
21, 22; ACI 301, 304, 305, 306, 308,
309; AISC 360, 325-05; ANSI
N13.1,N16.5,N16.9; ANSI/ASCE 1-88;
CMAA 70; ASTM C-171, 260, 309,
615; PNL-6189, UCID -21181; USNRC
Information Notice 95-28, 95-29,96-34;
USNRC Bullentin 96-02,96-04;
ORNL/TM-10902; SSPC-SP-1
2.
(1)1-25
(2)
01-04-004 3
-
3
()
2 / 5
1.1 1.1-8~
1.1-18
(6) RG 1.54, " Quality
Assureance Requirements
for Protection Coating
Applied to Water-Cooled
Nuclear Plant"
(7) RG 3.41..
(8) RG 3.50, " Standard
Format and Content for a
License Application to Store
Spent Fuel in an
Independent Spent Fuel
Storage Installation."
(9) RG 3.60, " Design of an
Independent Spent Fuel
Storage Installation (Dry
Storage Type)."
(10)RG 7.10, " Establishing
Quality Assurance Programs
for Packaging Used in the
Transport of Radioactive
Materials.",
(11) ANSI B30.2
(12)ANSI B30.9, "Safety
Standards for Crane
Derricks, Hoists, Hooks,
Jacks and Slings."
(13)ANSI/ANS 8.17, , 2004
(14)ANSI N16.1, " Standards
for Operations with
Fissionable Materials
Outside Reactors.",
(15)ANSI/ANS 8.21,, 1995
(16)ANSI/ANS 57.9,
(17)ANSI/AWS A5.18,
(3)26
9129
(4)Regulatory Guide 1.31,
"Control of Ferrite Content in
Stainless Steel Weld Metal. "
(5)RG 1.38
(6)Regulatory Guide 1.54,
"Service Level I, II, and III
Protective Coatings Applied to
Nuclear Power Plants "
(7)RG 3.41
(8)Regulatory Guide 3.50,
"Standard Format and Content
for a License Application To
Store Spent Fuel and
High-Level Radioactive
Waste."
(9) Regulatory Guide 3.60,
"Design of an Independent
Spent Fuel Storage Installation
(Dry Storage)."
(10) Regulatory Guide 7.10,
"Establishing Quality
Assurance Programs for
Packaging Used in Transport of
Radioactive Material.",
(11)ANSI B30.2
(12)ANSI B30.9, "Slings."
(13) ANSI/ANS 8.17, , 2009
(14)ANSI N16.1, " Nuclear
Criticality Safety in
Operations.",
(15) ANSI/ANS 8.21-1995,,
R2011
(16)ANSI/ANS 57.9,
(17)ANSI/AWS A5.18,
"Specification for Carbon Steel
01-04-004 3
-
4
()
3 / 5
1.1 1.1-8~
1.1-18
(18) ANSI/AWS D14.1, "
Specification for
Welding of Industrial
and Mill Cranes and
other Material Handling
Equipment."
(19)
(20)
(21)
(22)
(23)
(24)
Electrodes and Rods for Gas Shielded
Arc Welding.",
(18) ANSI/AWS D14.1, "Specification
for Consumable Inserts."
(19)116. ASTM B733-97,
Standard Specification for
Autocatalytic (Electroless)
Nickel-Phosphorus Coatings on
Metal, Annual Book of ASTM
Standards, Col. 0205, American
Society for Testing and Materials,
1996
(20)97. ANSI/ASME B30.16,
"Overhead Hoists (Underhung).",
American Society of Mechanical
Engineers, 2007
(21)74. ASME NUM-1, Rules
for Construction of Cranes,
Monorails, and Hoists (with Bridge or
Trolley or Hoist of the Underhung
Type)
(22)65. NUREG/CR-6407,
Classification of Transportation
Packaging and Dry Spent Fuel
StorageSystem Components
According to Importance to Safety,
US Nuclear Regulatory Commission,
Washington, DC, 1996/02.
(23)120. ASTM C 750 -03,
"Standard Specification For
Nuclear-Grade Boron Carbide
Powder.", American Society for
Testing and Materials, 2009
(24)30. IAEA INFCIRC/225,
"Nuclear Security Recommendations
On Physical Protection Of Nuclear
Material And Nuclear Facilities",
rev.5, 2011
01-04-004 3
-
5
()
4 / 5
1.2 1.2-1
..
..
01-05-005 2
1.2 1.2-2
0.84
0.84
0.2
0.64
0.11
0.09
01-06-006 2
1.C
1.C-1 1.C
1.C
01-11-011 2
1.2-3
1.2-13 1.2-3
()
1.2-3
()
1.1 1.1-17 1. NAC International, Inc.,
Final Safety Analysis
Report for the
MAGNASTOR Rev.0,
February 2009.
1. NAC International, Inc.,
Final Safety Analysis Report
for the MAGNASTOR
Rev.5, April 2012.
1.2-1
1.2-9 1.2-1 MAGNASTOR
1.2-1 MAGNASTOR
1.1 1.1-6 (Intact Fuel )
-
6
()
5 / 5
1.2 1.2-4
400 C (752 F)
400
C (752 F)
1.2-5
1.2-15 1.2-5
1.2-5
1.B
1.B-1
1.B-5
1.B-7
1.B-8
1.B-9
(1) ASTM (American Society for
Testing and Materials)
()
(2) gantry crane
(3) leaktight
(4) nominal strength
(5) proof load test
(6) seismic restraint
(7)single-failure-proof
1.B-10 transportable storage canister
(TSC) transportable storage canister
(TSC)
-
7
1 / 12
103/12/16
2.2 2.2.1-11
14
6.
02-01-0122
02-02-0132
02-04-01534
2.7 2.7-1
6
6
2.7.1-2
02-01-0122
2.7 2.7-2 2.7-1
100
101
02-01-012 2
2.7 2.7-3
6
2.7-2
02-01-0122
2.2 2.2.1-4
...
[5,9,10]
34[10]
...
...[5,9]
34
74 km...
02-01-0123
-
8
()
2 / 12
2.2 2.2.2-1
5 km
ML = 7.3
...
5 km
ML =
7.3
02-01-012 3
2.2 2.2.2-7
2.2.2-4
[37]
02-01-012
34
02-02-013 3
2.2 2.2.3-4
~5
...
02-01-012
34
02-20-031 1
02-22-033 3
2.4 2.4.1-15
16
2.4.1-7
(2001-2010)
2.4.1-8
(2001
-2010)
2.4.1-7
28
2.4.1-8
(2001-2010)
2.4.1-9
(2001-2010)
02-01-012
34
-
9
()
3 / 12
2.4 2.4.2-1 2.
(9599)
97
120ppb
98
2.
(95101 )
9798
02-01-012
34
2.4 2.4.2-2 2.4.2-1
100101
02-01-012
34
2.2 2.2.1-4 34[10]
34
[10]2010
201111
40
34 km
74
km
02-01-012 4
2.2 2.2.2-3~
5
[29]
(
0.88 g)
02-01-012 4
2.2 2.2.3-2~
3
(1996)[23]
[23]
02-02-013
234
-
10
()
4 / 12
2.2 2.2.2-2~
3
2.
2001
(1)
2.
2001
(1)
02-02-013 3
2.3 2.3.1-1 1.
2.2
2
2
[25]
1.
1.86
2
1.5
[30]
02-03-014 3
2.2 2.2.1-4 (extension stress)
02-06-017 1
2.2 2.2.1-5
[3]
[3]
02-06-017 1
2.2 2.2.1-5 (1)
...
13
...
2.2.1-3
(1)
(
)
...
1/500
2.2.1-313..
2.2.1-4
(
)()
02-06-017 1
02-07-018
13
2.2 2.2.1-17
2.2.1-18
2.2.1-2
1/5000[3]
2.2.1-3 1/500
[3]
02-06-017 3
-
11
()
5 / 12
2.3 2.3.2-1
1m
2.3.2-1
1m
()
B-2B-3B-5B-6B-8
B-13100
2.3.2-1
02-06-0173
2.3 2.3.2-3 2.3.2-1
2.3.2-1
2.3.2-2
[44]
02-06-0173
02-27-03813
2.2 2.2.1-6 C.
2.2.1-4
C.
2.2.1-5
02-07-0183
2.2 2.2.1-19 2.2.1-2
[3]
2.2.1-4 [3]
02-07-0181
2.2 2.2.1-20
2.2.1-21
2.2.1-4
2.2.1-5 (BB)
02-07-0183
2.2 2.2.1-11 5.
80m
5.
80m
(
)120m 100m
02-08-01912
-
12
()
6 / 12
2.2 2.2.1-7 (2)
...
(2)
2.2.1-2
2.2.1-3
02-09-020 3
2.2 2.2.1-9 (5)
()
(5)
()
(
)
()
()
02-09-020 3
2.2 2.2.1-28
~30
2.2.1-2
[3]
2.2.1-2
[3]
02-09-020 3
2.2 2.2.1-31
2.2.1-32
2.2.1-3
[3]
02-09-020 3
2.2 2.2.1-10
2.2.1-11
4.
4
4.
(4)
02-10-021
123
-
13
()
7 / 12
2.2 2.2.1-25
2.2.1-26
2.2.1-11
()
2.2.1-12
()
02-10-021 3
2.2 2.2.1-5
1,000 1.5 2
m
[15]
1,0001.52 m
02-16-027 1
2.2 2.2.1-8
2.2.1-9
(4)
N
NCEER
RG1.198
6m
DE1/3
02-17-028
13
2.2 2.2.3-3~
4
...
...
100311
...
... 2.2.3-3
02-19-030
123
-
14
()
8 / 12
2.2 2.2.3-2
[21]
8.75 m
9212 m
[21]7.5m
8.07m
921
[17]
02-20-031 2
2.2 2.2.3-7
2.2.3-2
[32]
2.2.3-3 ()
[32]
02-21-032 1
2.2 2.2.3-5
12m
12m
23m(B-11
23.203m)
12m
12m
02-25-036 2
2.3 2.3.2-1 2.
3.3710P-6Pm/sec
2.6710P-6Pm/sec[3]
2.
3.3710P-6Pm/sec
2.6710P-6Pm/sec
02-26-037
123
-
15
()
9 / 12
2.3 2.3.2-1
2
1m
2m
7.2~9.5
B-12B-13
(
2.3.2-4)
3~5[3]
1m
()
2.3.2-32.3.2-4
B-12
B-13
(
-
16
()
10 / 12
2.3 2.3.3-2
3
2.3.3-1
2.3.3-1
2.3.3-3
C
02-28-038
3
2.4 2.4.1-4
2.4.1-6
~8
4.
2.4.1-9
2001-2010
JI
4.
2.4.1-8
2001-2010
J(
10m)
2.4.1-2 2.4.1-4
2.4.1-2
()
2.4.1-3
()
2.4.1-4
()
07-09-254
3
2.2 2.2.1-3 [4]
(
)[4]
2.2 2.2.3-5
12m
12m
12m
12m
2.2 2.2.3-8 2.2.3-2
[21]
-
17
()
11 / 12
2.4 2.4.1-2 2.
1981-2010
2.
28
(2.4.1-7)
1981-2010
2.4 2.4.1-5
2.4.1-1
2.4.1-1
2.4 2.4.1-10
~12
2.4.1-2
2.4.1-3
2.4.1-4
2.4 2.4.1-16
2.4.1-7
28
2.8 2.8-2~3
2 m km
2
2.2 2.2.1-11 6.
10km(
)
8020
6.
8020
1
2.2 2.2.1-10
2
-
18
()
12 / 12
2.2 2.2.1-22 2.2.1-6
2.2.1-6
2
2.7 2.7-2 2.7-1
15
2.2 2.2.2-3
[45]
7
15
-
19
1 / 1
106/8/4
2.4 2.4.1-
2
1.
201762
560 mm
()
24
550mm
10668
-
20
1 / 1
107/3/16
2.2 2.2.1-
11
6.
10735
2.8 2.8-3
46.
2007
15-26
47.
201815
10735
-
21
1 / 2
107/6/22
2.3 2.3.2-2
99 4 7
(
)(2010)(
2.3.2-3)
(2018 3 )
106
( 2.3.2-4)
(
B-9B-12
2.3.2-6)
2.3 2.3.2-6
2.3.2-6
2.3 2.3.2-9
2.3.2-3
-
22
()
2 / 2
2.3 2.3.2-10
2.3.2-4
-
23
1 / 10
103/12/16
3.1 3.1.2-3 (c)ACI 318..Concrete.",
Concrete.", 2005
(d)ACI 318...Concrete
Structures." 2001.
(c) ACI 318 and ACI
318R...Concrete.",
2008
(d)ACI 318 Concrete
Structures." 2006.
03 -02-043
1
3.1 3.1.2-13 3.1.2-2
3.1.2-2
Q
03 -02-043
1
3.1 3.1.8-1
03 -02-043
1
3.3 3.3-1 4. (ACI 349-85) MI. (ACI 349) MI, 1985
for VCC; 2006 for Pad.
03 -02-043
1
3.3 3.3-1 5. (ACI 318)MI. (ACI 318) MI,
2008.
03 -02-043
1
3.1 3.1.1-12 ASM13
(0.925.00.013
m)
ASM13
(0.094 mm
03 -05-046
1
3.1 3.1.2-10 2
28
03 -06-047
2
-
24
()
2 / 10
3.1 3.1.2-2 1.8
m1.0 m
12.3 m
1.8 m
1.0 m
5 cm
12.3 m
03
-07-048 1
3.3 3.3-1 10. 10 CFR 72DC. 10. 10 CFR 72DC,
January 2006.
03
-14-055 1
3.3 3.3-2 21. 10 CFR 20DC. 21. 10 CFR 20DC,
January 2006.
03
-14-055 1
3.1 3.1.1-8 CNS CNS
(CNS 12891
CNS 3090
CNS560
)
03
-18-059 2
3.1 3.1.1-26~
29
3.1.1-8
ASME
NB-6111
(2)
(RT)
3.1.1-8
ASME
(2)
(RT)
03
-19-060 3
05-30-096 1
3.1 3.1.2-1
03
-22-063 1
3.2 3.2.1-5 3.2.1-2
3.2.1-2
180.0
03
-22-063 1
-
25
()
3 / 10
3.3 3.3.-3 34. 901002
03 -22-0631
3.1 3.1.2-9~
10
27()
50
27
50
05 -24-0902
05 -25-0912
3.1 3.1.1-3 4545
4545
3.1 3.1.1-4
34 / (25.4 mm)
..
1 /
34 /
..
-
26
()
4 / 10
3.1 3.1.1-14
3.1.1-1 (NAC Proprietary Information)
3.1.1-1(NAC Proprietary Information)
3.1 3.1.1-21 3.1.1-5
()
3.1.1-5
()
3.1 3.1.10-2 3.1.10-1
3.1.10-1
(TFR)(VCC)
NAC
3.A 3.A-1 3.A
(
630075-091-2-1/44/4
NAC Proprietary
Information)
3.A
(630075-099-3-1/4
3/4 & 630075-098-4-3/4
4/4 & 630075-091-3-1/44/4
& 630075-072-1-1/22/2
NAC Proprietary Information)
3.A 3.A-5 630075-099-1-1/5
630075-099-3-1/4
(NAC Proprietary
Information)
3.A 3.A-6 630075-099-1-2/5
630075-099-3-2/4
(NAC Proprietary
Information)
3.A 3.A-7 630075-099-1-3/5
630075-099-3-3/4
(NAC Proprietary
Information)
-
27
()
5 / 10
3.A 3.A-8 630075-098-2-3/4
630075-098-4-3/4
(NAC Proprietary
Information)
3.A 3.A-9 630075-098-2-4/4
630075-098-4-4/4
(NAC Proprietary
Information)
3.A 3.A-10 630075-091-2-1/4
(NAC
Proprietary Information)
630075-091-3-1/4
(NAC Proprietary
Information)
3.A 3.A-11 630075-091-2-2/4
(NAC
Proprietary Information)
630075-091-3-2/4
(NAC
Proprietary Information)
3.A 3.A-12 630075-091-2-3/4
(NAC
Proprietary Information)
630075-091-3-3/4
(NAC
Proprietary Information)
3.A 3.A-13 630075-091-2-4/4
(NAC
Proprietary Information)
630075-091-3-4/4
(NAC
Proprietary Information)
3.A 3.A-14 630075-072-0-1/2
()
630075-072-1-1/2
(NAC Proprietary
Information)
3.A 3.A-15 630075-072-0-2/2
630075-072-1-2/2
(NAC Proprietary
Information)
-
28
()
6 / 10
3.1 3.1.2-2
335 MT/
335 MT/
1020002392
Gantry
Crane
3.1 3.1.2-2
1020002392
Gantry
Crane
3.1 3.1.1-1
3.1 3.1.1-2 ANF8x8 1,526 ANF8x8 1, 523
3.1 3.1.1-3 (1)
(2)
(1)
(2)
3.1 3.1.1-3 10 CFR72 10 CFR50 10 CFR 72 10 CFR 50
3.1 3.1.1-3 1.2-7 1.2-3
3.1 3.1.1-3~
4
3.1.1-2
3.1.1-2
3.1 3.1.1-5
(Hydrostatic pressure test)
(hydrostatic
pressure test)
3.1 3.1.1-6
3.1 3.1.1-11
-
29
()
7 / 10
3.1 3.1.1-11 B.
B.
3.1 3.1.1-15 3.1.1-2/
NAC Proprietary
Information
3.1.1-2/
3.1 3.1.1-18 3.1.1-4
3.1.1-4
-
30
()
8 / 10
3.1 3.1.2-8
SMSP
SC
SM
SP
SC
3.1 3.1.2-10
122 oC
122 oC
3.1 3.1.2-10
3.1 3.1.2-15 3.1.2-4
3.1.2-4
3.
NUREG-1536 3.7
3.1.2-5
3.1 3.1.2-16
3.1.2-5 NUREG-1536
3.73.1.4-4
3.1 3.1.3-1
3.1 3.1.4-2
3.1 3.1.5-10 3.1.5-2
/
A shielding material
encapsulated in the cask
lid (examples: concrete,
NS-3, NS-4-FR, etc.)
3.1.5-2
/
A shielding material
encapsulated in the cask lid
3.1 3.1.7-1
-
31
()
9 / 10
3.1 3.1.7-1
&3
3.1 3.1.7-4
3.1 3.1.9-1 9312
29
9312
29
3.2 3.2.1-1 (CNS)
(CNS)
3.2 3.2.1-3 3.2.1-1 3.2.1-1
3.3 3.3-2 23. ISG-15January 10,
2001.
23. ISG-15January, 2001.
3.3 3.3-3 24. ISG-2October 1998. 24. ISG-2Revision 1,
February 2010.
3.3 3.3-3 27.
95.2.13
27.
95.7.28
3.3 3.3-3 29. ISG-18, "The
DesignMay 2003.
29. ISG-18, "The
DesignRevision 1,
October, 2008
3.A 3.A-4 630075-084-1-1/3
630075-084-3-1/3
3.A 3.A-16 630075-090-1-1/1
630075-090-2-1/1
3.A 3.A-22 630075-060-2-1/8
630075-060-3-1/8
3.A 3.A-23 630075-060-2-2/8
630075-060-3-2/8
3.A 3.A-24 630075-060-2-3/8
630075-060-3-3/8
3.A 3.A-25 630075-060-2-4/8
630075-060-3-4/8
-
32
()
10 / 10
3.A 3.A-26 630075-060-2-5/8
630075-060-3-5/8
3.A 3.A-27 630075-060-2-6/8
630075-060-3-6/8
3.1 3.1.1-17 3.1.1-3 MAGNASTORB8-62A
3.1.1-3 MAGNASTORB8-62A
(cm) B8-62A14.016 GE8x8-213.856
ANF8x8-213.856
13
-
33
1 / 2
102/10/01
4.1 4.1-3
(I)
04-01-064 1
2
4.1-1 4.1-5
4.1-1
4.1-1
4.1-3 4.1-9 4.1-3
4.1-3
4.1 4.1-2~
4.1-3
C.
D.
I.
J.
4.1-2 4.1-7 4.1-2 /
4.1-2 /
-
34
()
2 / 2
4.2 4.2-3
(3)
4.2-1
04-02-065 3
4.2-1
4.2-5
4.2-1
4.3-2
4.3-6
4.3-7
4.3-2
4
4.3-2
5.5
4. HRA
8.
04-03-066 2
4.3-3
4.3-8
4.3-9
4.3-3 /
2. 0.5
6
4.3-3 /
2. 1
7
4. HRA
4.3-4
4.3-10
4.3-11
4.3-4
4
5.5
1. HRA
2.
4.2 4.2-1
-
35
1 / 11
103/12/16
5.1 5.1.1-1
( )
70
/72 /
4000
6
(
)
05-01-067 2
5.1 5.1.1-2 (8)
(8)
TFR TSC
05-03-069 2
5.1 5.1.1-13
5.1.1-14
5.1.1-2 (LCO
3.1.1-A)
5.1.1-3 (LCO
3.1.1-B)
05-04-070 2
3
-
36
()
2 / 11
5.1 5.1.1-6 (4)
210-7 cm3/s
)
(4)
210-7 cm3/s
)
5.1.1-3
(LCO 3.1.1-B)
5.B
05-04-070 5
5.B 5.B-1
5.B
05-04-070 5
5.1 5.1.1-3 (7):
32ACWS
100(212
)ACWS
ACWS
32(
100)
(7):
32
94
05-05-712
5.1 5.1.1-4 (14)
(14)
5.1.1-1
05-07-073 2
-
37
()
3 / 11
5.1 5.1.1-9
5.1.1-1
05-07-073 2
5.1 5.1.1-6 10.
98.3
120
6,000 kg6,800 kg
14.6 m3.2
m0.32 m
97,524 kg 2,540
mm()
120
05-09-075 2
5.1 5.1.1-7
5
108.35
5
(Deck)
3
6
48
6
5
5
108.355
05-09-075 2
5.1 5.1.1-6 10.
120
120
single
failure proof
150 (136
)
05-10-076 2
-
38
()
4 / 11
5.1 5.1.1-11 5.1.1-1
(LCO 3.1.1)()
A.2
TSC
(an analyzed
condition)
B.1
B.2
TSC
(an analyzed
condition)
A.2
:
10 torr (mm Hg)
10 min
10 torr (mm Hg)
B.1
B.2
0.704~0.814kg/m3
05-11-077 2
05-35-101 3
5.1 5.1.2-1 1.
(2)
(3) ACWS
05-13-079 2
5.1 5.1.2-8 5.1.2-2
(LCO 3.3.1)
(5.1.2-3)
( )
(904)(90
4)(90
4)(5.1.2-3)
05-15-081 2
-
39
()
5 / 11
5.1 5.1.2-8 5.1.2-2
(LCO 3.3.1)
A.1
A.2
a. 0.0016 mSv/h (
)(
)
b. 0.00922 mSv/h(
)
B.1
(
10 CFR 20
10 CFR 72)
A.1
A.2
a.1Sv/hr:
5.1.2-3
b.2Sv/hr
(a.
)
c.20Sv/hr
d.10Sv/hr
5.1.2-3
B.1
5
100mSv
50 mSv
05-14-080 2
5.1 5.1.2-10 5.1.2-3
178cm
90
90
100cm
90
92in
(2337mm)
90
05-15-081 3
5.1 5.1.3-1 2.
LCO 3.1.2
05-16-082 2
-
40
()
6 / 11
5.1 5.1.3-5 5.1.3-1
(LCO 3.1.2)
A.1
A.2
SR 3.1.2.1
ISFSI
60
A.1
2
4
A.2
SR 3.1.2.1
ISFSI(24
)
40
*
*
100 (
)
05-16-082 3
5-3
5.2 5.2.1-1 ()
60
LCO 3.1.2
(24)
40
LCO 3.1.2
05-16-082 3
-
41
()
7 / 11
5.6 5.6.1-1 1
60
(24)
40
05-16-0825-3
5.1 5.1.3-1 (3)
(3)
(4)
05-17-083 2
5.6 5.6.1-1 2
()1
1
()
11
05-18-084 2
05-28-094 2
5.6 5.6.1-1 ()
ASME III,
1, NB
ANSI N14.5
(maintenance and
surveillance program)
05-18-084 3
05-25-091 3
5.4 5.4.1-3 ()
5.4.1-1
05-19-085 2
-
42
()
8 / 11
5.4 5.4.1-5
5.4.1-1
05-19-085 2
5.7 5.7.1-1
(
)
05-19-085 1
5.A 5.A-6 1.1.5
05-20-086 2
5.A 5.A-4
05-21-087 1
5.A 5.A-4 1.1.2.2
( )
(()
)
130 psig10
( )
130 psig
10
05-21-087 1
05-30-096 2
-
43
()
9 / 11
5.A 5.A-6~
7
1.1.6
1.1.6.4
05-22-088 1
05-32-098 2
5.4 5.4.1-4
()
05-27-093 2
5.1 5.1.3-2 (18)
10 psig
204.4 (400)
(18)
10 psig
204.4 (400)
05-34-100 2
5.2 5.2.1-1 ()
:
1.
(
)1
2. 1
()
3.
301 TLD
05-36-102 3
5.A 5.A-18 [8] ACI 318..Concrete.",
Concrete.", October 1995.
[8] ACI 318..Concrete.",
Concrete.", 2008.
03
-02-043 1
-
44
()
10 / 11
5.9 5.9.1-1 NAC International, Inc.,
Final Safety Analysis
Report for the
MAGNASTOR System,
Rev. 1.
NAC International, Inc.,
Final Safety Analysis Report
for the MAGNASTOR
System, Rev. 2.
5.A 5.A-5 1.1.3
3.1.1-1
3.1.1-8
5.A 5.A-14 1.1.7
1.1.7
5.1 5.1.3-5 5.1.3-1
(LCO 3.1.2)
SR 3.1.2.1 ISFSI
(24)
40C
SR 3.1.2.1 ISFSI
(24)
4
40C
5
5.2 5.2.1-1 ()
LCO 3.1.2
(24)
40
..
()
LCO 3.1.2
(24
)4
40C..
5
5.6 5.6.1-1 1
(24)
40
..
1
(
24 )
4
40C
..
5
-
45
()
11 / 11
5.1 5.1.1-6 10.
10.
-
46
1 / 1
102/10/01
6.1 6.1.5-17 6.1.5-12
Margin 0.01244
Margin 0.01204
6.1-07-1092
-
47
1 / 17
102/10/01
6.2.B 6.2.B-2
SA336
6.2-04-118 2
6.2 6.2.6-2
ANSI N14.5
210-7
std cm3/sec
ISG-15
6.2-05-119 2
6.2 6.2.6-57 Su=40 ksi Su=4.0 ksi
6.2-09-123 2
6.2.B 6.2.B-2 /
(Top/Bottom
Connector Pin
Assembly)
/
(Top/Bottom Connector Pin
Assembly)
(Square Pin) ASME
SA696, Grade C
(Connector Pin)
ASME SA696, Grade C
6.2-22-136 2
6.2.B 6.2.B-24 Keeler & Long
(heat-
resistant silicone enamel)
(PPG silicone enamel)
6.2-22-136 2
6.2.B 6.2.B-38
(thermal
hydraulic analyses)
(thermal hydraulic analyses)
6.2-22(19)-136
2
-
48
()
2 / 17
6.2 6.2.6-91
~93
G.
50
6.6-27-229
3
6.2 6.2.6-10
0~101
50
6.6-27-229
3
6.2 6.2.6-27
~28 45
97.86 kN (22,000
lb)
(tube):
FS=1.0
13.21
S
tube
m =211.3
(Large)
FS=85.1
4.35
S
brg
y = 19.14
(Large)
FS=81.0
7.20
S
brg
y = 25.56
(Large)
45 45 (fuel tube exten- sion)(Max. Primary Membrane
Stress)
F=S4.0
13.21
S
tube
m =52.8
(Large)
FS =4.0
7.20
S
brg
y =51.8
(Large)
-
49
()
3 / 17
6.2 6.2.6-32
~33
Stotal, MPa (1) FS
24.06 437.07
5.72 437.07
7.03 437.07
2.54 mm (0.1 in)
()
1.02
mm (0.04 in(0.11/3))
(2.54 mm, 0.1 in)
Stotal, MPa (1) FS
26.82 16.30
8.48 51.54
9.79 44.64
2.54 mm (0.1
in)(
)
1.02mm(0.04in (0.11/3))
(2.54 mm, 0.1 in)
-
50
()
4 / 17
6.2 6.2.6-45
~46
tube=1.6
733
A
Ptube = 0.12 ksi
(0.83 MPa)
A = 6.1 in2
Stran,M
Pa
Stot,
MPa
Sallow,
MPa FS
,Pm 48.61 49.44 216.50 4.38
, Pm+Pb
101.7 102. 3 324.07 3.16
,Pm 12.41 13.24 221.33 16 72
, Pm + Pb
67.78 68.61 332.34 4.84
, Pm
11.72 12.55 221.33 17.64
, Pm + Pb
34.2 35.03 332.34 9.49
38
1.5g
brg=pin
brg
1.5 P 1.5 0.579
A 0.344
= 2.52 ksi (17.41 MPa)
Abrg= 0.344 in
2 Dpin =1.0 inch
Pp=38
000,22
pn
W =579 lb
W=22,000 lb np=38
FS=52.2
4.35
brg
yS
=14.05
(Large)
tube=5.1
733
A
Ptube =0.49 ksi
(3.38 MPa)
A = 1.5 in2
Stran,M
Pa
Stot,
MPa
Sallow,
MPa FS
,Pm 48.61 51.99 216.50 4.16
, Pm+Pb
101.70 105.08 324.07 3.08
,Pm
12.41 15.79 221.33 14.02
, Pm + Pb
67.78 71.16 332.34 4.67
, Pm
11.72 15.10 221.33 14.66
, Pm + Pb
34.20 37.58 33 .34 8.84
brg=5.1
733
brg
tube
A
P= 0.49 ksi
(3.38 MPa)
Abrg = 1.5 in2
-
51
()
5 / 17
6.2 6.2.6-45
~46
()
() Sy = 35.4 ksi (244.08
MPa)500F SA537 Class 1
(brg) brg=
brg t
brg brg
P 1.5 P 1.5 0.579
A A 0.785
= 1.11 ksi (7.65 MPa)
Abrg=0.785 in2
Pt =579 lb
FS=11.1
7.20
brg
yS
= 18.65
(Large)
Sy = 20.7 ksi 400F SA240
Type 304
()
FS=49.0
7.20
brg
yS
=42.24
(Large)
Sy =20.7 ksi (142.73 MPa)
400F SA240 Type 304
(brg)
6.2 6.2.6-55
tubetube
P
A 4.8 ksi
45
60000,2260
A
WPtube
=29,333 lb
W=22,000 lb
n=45
A=6.1 in2
tubetube
P
A
19.6 ksi
45
60000,2260
n
WPtube
=29,333 lb
W=22,000 lb n=45 A=1.5 in2
-
52
()
6 / 17
6.2 6.2.6-55(
) ()
FS=4.8
67.657.0
0.7S
tube
u = 9.86
()
FS=19.6
67.657.0
0.7S
tube
u
=2.42
6.2 6.2.6-56
76.2 mm (3 in)
(400 lb
)
m=0.3
000,96
A
W
sup
sup =32.0 ksi
Wsup= 40025.04200,160
=96,000 lb
Asup= 375.00.8 = 3.0 in2
FS=0.32
65.677.0
0.7S
m
u = 1.48
Su=67.65 ksi 725F SA537
Class 1
6.2 6.2.6-56
~57 38 60 g 500F
Ppin=38
60000,22
n
06W
=
34.7 kip
W=22,000 lb n=38
45 60 g 500F Ptube=
45
60000,22
n
06W
=
29.3 kip
W= 22,000 lb n=45
-
53
()
7 / 17
6.2 6.2.6-56~
57(
)
()
Euler (Pcr)
22
lK
EIcrP
22
3.02
0.049e31.26
=350.6 kip
Apin=2D
4
= 0.785 in2
D= 1.0 in
l= 3.0 in
I= 4
r 4=0.049 in4
K=2.0- E=26.1 106 psi SA-564, Type 630(17-4PH), 500F
FS= 34.7
350.6
P
P
pin
cr =10.10
(large)
()
Euler
(Pcr)
22
LK
EIcrP
22
3.02
0.585e33.27
=4,378 kip
L= 3.0 in
I= 0.585 in4
K= 2.0
- E=27.3 106 psi SA537 Class 1, 500F
FS= 29.3
4,378
P
P
tube
cr =149.42
(large)
6.2 6.2.6-58~
59
91.7
MPa (13.3 ksi) 210.02
kN (30.46 ksi)
FS=
wf0.7Su
13.3
0.6567.657.0 = 2.31
92.39 MPa
(13.4 ksi) 206.85 MPa
(30.0 ksi)
FS=
wf0.7Su
13.4
0.6567.657.0 = 2.30
-
54
()
8 / 17
6.2 6.2.6-58~
59(
)
()
FS=
wf0.9Su
30.46
0.6565.769.0 = 1.30
()
FS=
wf0.9Su
30.0
0.6565.769.0 = 1.32
6.2 6.2.6-59
51.56 kN
(11,596 lb)
brg =brgs
brg
A
F = 57.7 ksi
(397.84 MPa)
Fbrg =11,596 lb(51.58 kN)
Lb= 1.00 in
wf= 0.17 in
Abrg= Lbwf = 0.17 in2
ASME Appendix
F-1336
2.1Su
FS= brg
u2.1S
= 2.46
45.70 kN
(10,274 lb)
brg =brgs
brg
A
F = 60.4 ksi
(416.46 MPa)
Fbrg=10,274 lb (45.70 kN)
Lb=1.00 in
wf= 0.17 in
Abrg = Lbwf = 0.17 in2
ASME Appendix
F-1336
2.1Su
FS= 4.60
65.671.22.1Su brg
=
2.35
6.2 6.2.6-61 163.27
MPa (23.68 ksi)
FS=
68.23
4.6855.0
S0.55
weld
u
=1.59
165.34
MPa (23.98 ksi)
FS=
98.23
4.6855.0
S0.55
weld
u
=1.57
-
55
()
9 / 17
6.2 6.2.6-62 6.2.6.4-5
(Pm)
6.32
(Pm + Pb )
3.04
(full
penetration weld)
( weld ) 14.39 ksi
(99.3 MPa) 0.65
FS= u
weld
0.65 S
= 3.09
6.2.6.4-5
(Pm)
6.27
(Pm + Pb)
3.04
(full penetra-
tion weld)
( weld ) 14.5 ksi (99.98
MPa) 0.65
FS=5.14
4.6865.065.0
weld
uS
=3.07
6.2 6.2.6-62 / 21.28 kN (4,785 lb)(0 ) 1.78 kN (400 lb) 23.06 kN (5,185 lb)
t=23.0
185,5
A
P
t
= 22.5 ksi
(155.14 MPa) ......
FS= t
u
0.7S = 2.82
/
21.17 kN
(4,755 lb)(0
) 22.24
kN (5,000 lb)
1.78 kN
(400 lb)
24.02 kN (5,400 lb)
t=23.0
400,5
A
P
t
= 23.5 ksi
(162.03 MPa)
FS= t
u
0.7S = 2.70
-
56
()
10 / 17
6.2 6.2.6-63~
64 1.
(bolt)
bolt=469.0
185,5
A
P
s
= 11.1 ksi
(76.53 MPa)
2.
FS= bolt
u
0.42S= 3.43
3. (boss)
boss =67.0
185,5
A
P
n
= 7.74
ksi (53.37 MPa)
4.
FS= boss
y
0.6S=2.11
700F SA516 Grade 70
1.
(bolt)
bolt =469.0
400,5
A
P
s
= 11.5
ksi (79.29 MPa)
2.
FS= bolt
u
0.42S= 3.31
3. (boss)
boss=67.0
400,5
A
P
n
= 8.1
ksi (55.85 MPa)
4.
FS= boss
y
0.6S=2.01
700F SA516 Grade 70
6.2 6.2.6-64~
67 23.06 kN (5,185 lb)
(weld)
weld=81.0
185,5
A
P
w
= 6.4 ksi
(44.13 MPa)
24.02 kN (5,400 lb) 10.68 kN (2,400 lb) 10.68 kN
(weld)
weld =81.0
400,5
A
P
w
= 6.67
ksi (45.99 MPa)
-
57
()
11 / 17
6.2 6.2.6-64~
67
()
()
weld=59.0
185,5
A
P
w
= 8.8 ksi
(60.68 MPa)
FS=weld
u
0.42S0.35
8.8
4.680.420.35 = 1.14
23.06 kN (5,185 lb)
wash =0.736
5,185
A
P
w
=7.04
ksi (48.54 MPa)
:
Aw = ws tD = 0.736 in2
Ds = 1.25 in tw= 3/16 in
FS=04.7
54.260.42S
wash
u
=3.77
(P1) 13.26 kN (2.98 kip) (0 )(P2) 20.86 kN (4.69 kip)
(boss)
boss=0.47
2.98
A
P1 = 6.34ksi
(43.71 MPa)
()
weld =59.0
400,2
A
P
w
= 4.07
ksi (28.06 MPa)
FS=weld
u
0.42S0.35
6.67
4.680.420.35 = 1.51
24.02 kN (5,400 lb)
wash =0.617
5,400
A
P
w
=8.75
ksi (60.33 MPa)
:
Aw = wbtD = 0.617 in2
Db= 3.248 in
tw= 0.19 in
FS=75.8
54.260.42S
wash
u
=3.03
(P1) 12.45 kN (2.8 kip) (0 )(P2) 24.46 kN (5.5 kip)
(boss)
boss =0.47
2.8
A
P1 = 5.96ksi
(41.09 MPa)
......
-
58
()
12 / 17
6.2 6.2.6-64~
67
()
()
FS= boss
u
0.42S = 4.63
(boss)
boss=1.17
4.69
A
P2 = 4.0 ksi
(27.58 MPa)
FS=boss
u
0.42S = 7.35
=14.1
69.4
A
P
shear
2 = 4.11 ksi
(28.34 MPa)
FS=
0.42Su = 6.99
()
FS= boss
u
0.42S = 4.93
......
(boss)
boss=1.17
5.5
A
P2 = 4.70 ksi
(32.41 MPa)
......
FS= boss
u
0.42S = 6.26
......
=14.1
5.5
A
P
shear
2 = 4.82 ksi
(33.23 MPa)
FS=
0.42Su = 5.96
6.2 6.2.6-67~
69 10.32 kN (23.2 kip) 337.81 N-m (2.99 in-kip)
P = 10.32 kN (23.2 kip) M = 3337.81 N-m (2.99
in-kip) ( 25, 0)
101.73 kN (22.87 kip) 361.53 N-m (3.20 in-kip)
P = 101.73 kN (22.87 kip) M = 361.53 N-m (3.20
in-kip) ( 25, 0)
-
59
()
13 / 17
6.2 6.2.6-67~
69 ()
0.67 1
1.07 4.733160
y
m p
Sr
M M
1.19 264.93e eP A F
FS1 =11 MP
1
= 1.16
FS2 =22 MP
1
= 1.27
()
E
S
r
kl y
1
1
1.07 4.733160
y
m p
Sr
M M
Mp 93.26492.1 ee FAP
FS1 =11 MP
1
= 1.11
FS2 =22 MP
1
= 1.22
6.2 6.2.6-72 6.2.6.4-3
6.2.6.4-4
6.2.6.4-5
6.2.6.4-3~5
1.07
6.2.A 6.2.A-1 ...
6.2.A.1-2
...
(square pin)
-
60
()
14 / 17
6.2.A 6.2.A-74
6.2.A 6.2.A-76 LS-DYNA
LS-DYNA
6.2.A 6.2.A-79 6.2.A.8-1 Connector Pin Assembly
Connector Pin Assembly
providing end restraint for
fuel tubes
Connector Pin Assembly
6.2.A.8-1 Connector Pin-Tube Slot
Connection
Connector Pin-Tube Slot
Connection
Connector Pin-Tube Slot
6.2.B 6.2.B-7 6.2.B.3-2
SA693/SA564, Type 630,
17-4 PH
/
6.2.B.3-2
6.2
ANSI/ANS 57.9[4] ANSI/ANS 57.9[4]
NUREG-1536 [31]
[35] [4]
-
61
()
15 / 17
6.2 6.2.3-5
6.2 6.2.6-5
6.2 6.2.6-13 1 1 in
6.2 6.2.6-27~28
6.2.6-32~34
6.2.6-45~46
6.2.6-57~58
(2)
( NAC Proprietary Information)
( NAC Proprietary Information)
6.2 6.2.6-34
6.2.6-79
6.2 6.2.6-31 Aw= weldDt
0.18751.00 = 0.59 in
wash = 0.736
1,800
A
P
w
= 2.45
ksi (16.89 MPa)
:
Aw = ws tD = 0.736 in2
Ds= 1.25 in
tw= 3/16 in
FS=45.2
0.166.00.6S
wash
m
=3.92
Aw= weldDt
0.18751.00 = 0.59 in2
wash = 0.617
1,800
A
P
w
= 2.92
ksi (20.13 MPa)
: Aw= Dbtw = 0.617 in
2
Db= 3.248 in
tw= 0.19 in
FS=92.2
0.166.00.6S
wash
m
=3.29
6.2 6.2.6-48 0.59 in 0.59 in2
6.2 6.2.6-49 wash=
0.736
1,800
A
P
w
= 2.45 ksi
(16.89 MPa)
:
Aw= ws tD = 0.736 in2
Ds= 1.25 in
tw= 3/16 in
FS=45.2
0.169.00.9Sm wash
=5.88
wash =0.617
1,800
A
P
w
= 2.92
ksi (20.13 MPa)
: Aw= Dbtw = 0.617 in
2
Db= 3.248 in
tw= 0.19 in
FS=92.2
0.169.00.9Sm wash
=4.93
-
62
()
16 / 17
6.2 6.2.6-69 14.02 mm (5.52 in)
140.21 mm (5.52 in)
6.2 6.2.6-82 200 350
6.2 6.2.6-109 400C(750F)
-
63
()
17 / 17
6.2.A 6.2.A-73 1. . .A.1.(1)(1)(2)(3)
2.
1. ..A.1.(1)(1)(2)
2.
6.2.A 6.2.A-97
COMBIN40
0.8 mm
508 mm
COMBIN40
0.8 mm
508 mm
-
64
1 / 6
103/12/16
6.3 6.3.2-2 ASME Code Case
N-7072012.6.12
NACNRC
6.3-07-1452
6.3 6.3.2-2
4.446Kg (minimum)
FLUENT CFD
(4.446kg)17kw
5.5 atm (79.5psig)
6.3-08-1463
6.3 6.3.2-3 6.3.2-1
25 23.4
C21
32 C 3(
) 4(
) 5(
)
2 523.26C21
31.9C 3 (1991
...) 4(2003
...) 5(2003
...)
6.3-11-1493
-
65
()
2 / 6
6.3 6.3.2-4
6.3.2-2 35 GWD/MTU
6.3-13-1513
6.3
6.3-16-1542
6.3-022-160
2
6.3 6.3.5-2
6.3.5-2Washington Public Power
BWR/4-6 BWR
6.3.5-3BWR
6.3-18-1563
6.3. 6.3.7-3~
6.3-7-12
( NAC Proprietary Information)
6.3.7-1 (Unit: C) 6.3.7-2 (Unit: C) 6.3.7-3 (Unit: C) 6.3.7-4 6.3.7-5 6.3.7-6 6.3.7-7 (NAC Proprietary Information)
6.3-19-1572
-
66
()
3 / 6
6.3 6.3.6-10 (3)
().6
6.3.6-8
122
(3)
().6
223
6.3-19-157
35
6.3 6.3.4-1
340F(171C)
6.2.B.3-17
6.2.B.3-18
6.3-20-1583
6.3 6.3.4-2~
3
6.3.4-2
6.3.4-3
6.3.4-4
6.3-21-1592
6.3 6.3.5-3 6.
6.
(
0 psig)
17 kW,
6.3-22-1602
-
67
()
4 / 6
6.3 6.3.5-8
1.
1. FLUENT
3.TFR
1m
29.3kW/m2
5.210
30
6.3-25-163 3
6.3 6.3.6-8
6.3.6-9
(2)
(2)
TFR
30
6.3.6-1
.
50
6.3.6-2NS4FR
6.3-25-163 3
6.3 6.3.3-22 21
2
PV C V
L
21
2
PV C V
L
6.3-29-167 3
6.3 6.3.7-13
6.3.7-14
6.3.7-1
6.3.7-2
6.3-31-169 4
6.3 6.3.2-1~
2
NUREG-15363.5.1.2
.ASTM C33
.ASTM C150
.
01-09-009 3
-
68
()
5 / 6
6.3 6.3.3-1
6.3.3-2
89 (cell)
89(cell)
6.3 6.3.3-3 (b)
...
(b)
...
6.3
6.3 6.3.2-2 4.
ASME Code
Section II, Part D[10]
ARMCO [11] ASME
Code Case N-707 [12]
ASTM Standard[13]
4.
ASME
Code Section II, Part D[10
ARMCO [11]ASME Code Case
N-707 [ ][12] ASTM
Standard[13]
7
6.3 6.3.2-3 6.3.2-1
130 C
32 C (
) 2
21
31.9C
(
) 321
6.6 C 421
33 C 521
38.8 C
6.3.2-1
130 C
32 C
2
2832C
(
)
328
6.6
C 428
33
C 528
38.8
C
810
-
69
()
6 / 6
6.3 6.3.4-2 (1)
kzz
(1)
kxx
9
6.3 6.3.2-5 6.3.2-2
(A36,SA-588, A350 LF2)
6.3.2-3
(A36,A-588, A350 LF2)
11
6.3 6.3.7-14
50
,
6.3.7-1
85%
12
6.3 6.3.7-13 6.3.7-2
1
223C
100
(
176.6C)Ch. 5
6.3.7-3
1
223C
100 (
170C)(
176.6C)
Ch. 5
100
-
70
1 / 15
103/12/16
6.4 6.4.7-
3
595~99
TLD
3.510-2 Sv/h ~
8.310-2 Sv/h..
5
95~99
3.8510-3 mSv/y[35]
6.4.7-5
5(95-99)
1.8710-4 mSv/y
1.2110-3 mSv/y [38]
5(95-99)
3.8510-3 mSv/y [38]
6.4.7-6
6.4-01-1702
6.4-15-1842
6.4 6.4.7-
17~18
6.4.7-55
6.4.7-65
6.4-01-1702
6.4-15-1842
6.4 6.4.10
-4
38.
,
,
http://www.trmc.
aec.gov.tw/big5/start.htm.
39.
,
91~95.
38.
,
95-99.
6.4-01-1702
-
71
()
2 / 15
6.4 6.4.3-1
NUREG-1536
NUREG-1567
MCNP Monte Carlo
Neutral-Particle Transport
Code System[13-15]
NUREG-1536 NUREG-1567
MCNP Monte Carlo
N-Particle Transport Code System
[15-17]
6.4-02-1712
6.4 6.4.4-2 235U
1235U
3.15 wt%
235U
1235U
3.15 wt%3.25 wt%
6.5 %
2.3 %
0.05 %
0.33
%
235U
3.25 wt%
1235U
3.15 wt%
6.4-02-1712
6.4-07-1762
6.4 6.4.4-2
60Co
SAS2H/ ORIGEN-S
18
MCBEND[18]22
60Co60Co
SAS2H/ORIGEN-S
18
MCBEND [20] 22
SAS2H/ORIGEN-S
60Co
6.4-02-1712
-
72
()
3 / 15
6.4 6.4.4-2 BWR
SAS2H/ORIGEN-S
SS304
59Co
1.2
g/kg
BWR
SAS2H/ORIGEN-S
[21]
59Co60CoSS304
59Co
NRC0.8 g/kg
1.2 g/kg[22]
2122
6.4-02-1712
6.4 6.4.10-1 45
4. ,
,597 29
0940041080,94
1230
5.
,
,9210
80920026524
21 , 971022
6.4-02-1712
6.4 6.4.10-2
~3
2122
21. S. M. Bowman, I. C. Gauld, and J.
C. Wagner, Recommendation on Fuel
Parameters Standard Technical
Specifications for Fuel Storage Casks,
ORNL/TM-2000/385
(NUREG/CR-6716), March, 2001.
22. U.S. Department of Energy,
Characteristics of Potential
Respository Wastes, Oak Ridge
National Laboratory,
DOE/RW-0184-R1, Vol. 1, July, 1992.
6.4-02-1712
-
73
()
4 / 15
6.4 6.4.4-5
BWR
r =
1.58459
BWR
r = 1.58
6.4-02-1712
6.4 6.4.4-9 6.4.4-3
BWR
/s/kg
1235U
3.15 wt%3.25
wt%
0.1676 kW0.1674 kW
0.168 kW
6.4-02-1712
6.4-07-1762
6.4 6.4.4-12 6.4.4-6
/s/kg
6.4-02-1712
6.4
Sv/hmSv/y
6.4-02-1712
6.4 6.4.2-1
14.6 kW/
1.
15 Sv/h
2.
3 Sv/h
3. /
20 Sv/h
4.
3103 Sv/h
5.
3103 Sv/h
6.4-03-1722
-
74
()
5 / 15
6.4 6.4.5-1 (1)
6.4-03-1722
6.4 6.4.9-3 6.4.9-1
14.6 kW/
15 Sv/h
3 Sv/h9.22
Sv/h1.60 Sv/h
/
20
Sv/h8.93 Sv/h
3103 Sv/h
3103 Sv/h
1,856 Sv/h2,646
Sv/h
6.4-03-1722
6.4 6.4.3-1
SAS2H/ORIGEN-S
[9,10]
4.4
continuous-
energy cross
section
MCNP5
SAS2H/ORIGEN-S
[9,10]
4.4a
continuous- energy
cross sectionENDF/B-VI
MCNP5 1.3
6.4-23-1731
-
75
()
6 / 15
6.4 6.4.4-1
6.4.4-3
SAS2H/ORIGEN-
S
235U
5 %
6.4.4-3
SAS2H/ORIGEN-S
6.4-05-1742
6.4 6.4.7-2
6.4.7-9
4.1610-21.86
10-3 mSv/y
4.1610-21.86 10-3
mSv/y
6.4.7-2
6.4.7-2
(
mSv/y)--
6.4-06-1752
3
6.4 6.4.5-1~
2
(1)
MAGNASTOR
17
6.4-10-1792
6.4-18-1872
-
76
()
7 / 15
6.4 6.4.5-10 6.4.5-3
(inch/mm)
6.4-10-1792
6.4 6.4.5-6
[19]6.4.5-86.4.5-9
210
NAC-CASC
[19]
6.4.5-8 6.4.5-9
210
NAC-CASC
0
1
6.4-13-1822
6.4 6.4.5-6
150
m
107.25 m
107.25 m
6.4-14-1832
6.4 6.4.7-1
5.25 m
150 m
5.25
m
107.25 m
6.4-14-1832
-
77
()
8 / 15
6.4 6.4.7-14
6.4.7-15
6.4.7-16
6.4.7-1
(
35,000 MWD/MTU)
6.4.7-2
(
34,000 MWD/MTU)
6.4.7-3
(
29,000 MWD/MTU)
121417
(%)
12
11017
2
MCNPNAC-CASC
6.4-14-183 2
6.4-17-186 2
6.4-18-187 2
6.4 6.4.7-17 6.4.7-4100 m
(
)
(%)
MCNP
NAC-CASC
6.4-14-183 2
6.4-17-186 2
6.4-18-187 2
6.4 6.4.7-2~
3
-
370 Bq/100 cm2 37
Bq/100 cm2
-
180 Bq/100 cm2 1
Bq/100 cm2
6.4-16-185 2
6.4 6.4.7-2 6.4.4-1
35,000 MWD/MTU
6.4.7-1 6.4.7-3
6.4.4-3
35,000 MWD/MTU
6.4.7-16.4.7-3
6.4-17-186 2
-
78
()
9 / 15
6.4 6.4.7-2
27
108.7 m
34,000 MWD/MTU
4.1610-2 mSv/y
34,000 MWD/MTU235U
2.84
wt%20
0.399
Sv/h
6.4.8-96.4.8-10
13
27
100 m
0.3991327 = 140 Sv
0.14 mSv
0.5 mSv
27
107.25 m
34,000 MWD/MTU
95 %
4.1610-21.8610-3
mSv/y
6.4.7-2
34,000 MWD/MTU235U
2.84
wt%20
95 %
0.399
0.00974 Sv/h
6.4.8-9
6.4.8-10 13
27
100 m
0.3991327 =
140 Sv95 %
1.4010-13.42 10-3
mSv
0.5 mSv
6.4-17-1863
6.4-20-1892
-
79
()
10 / 15
6.4 6.4.7-11 6.4.7-4
(
34,000 MWD/MTU235U
2.84
wt%20)
6.4-23-1923
6.4 6.4.3-1 SCALE
.
SCALE
.
6.4 6.4.4-4 235U1.8
wt% 235U
0.70 wt%
235U
1.76 wt% 235U
0.71 wt%
6.4 6.4.4-8 6.4.4-2
235U
6.4 6.4.7-3
0.224 Sv/h
0.224 Sv/h
6.4 6.4.7-7
1 m
3909
Sv/h
1 m
3,950
Sv/h
6.4 6.4.7-7
3.90930.5 = 5.86410-3
man-Sv
1.955 mSv
3.95030.5 = 5.92510-3
man-Sv
1.955 mSv
6.4 6.4.7-7
3.909100.5= 1.954510-2
man-Sv
3.950100.5 =
1.97510-2 man-Sv
6.4 6.4.7-7 100 m
3.909/(100)2 =
0.3909 Sv/h
100 m
3.950/(100)2
= 0.395 Sv/h
-
80
()
11 / 15
6.4 6.4.7-7 0.000390924
10 = 0.09382 mSv
0.0003952410 =
0.0948 mSv
6.4 6.4.7-12~
13
6.4.7-4
(
34,000
MWD/MTU235U
2.84 wt%
20)
6.4.7-5
(
29,000
MWD/MTU235U
2.19 wt%
20)
6.4.7-5
(
34,000
MWD/MTU235U
2.84 wt%
20)
6.4.7-6
(
29,000
MWD/MTU235U
2.19 wt%
20)
6.4 6.4.7-23 6.4.7-1114.6 kW/
BWR
()
8135
8.135
6.4 6.4.8-1
6.4 6.4.9-1
2.646 Sv/h
2,646 Sv/h
-
81
()
12 / 15
6.4 6.4.9-2
1.955
mSv50
mSv
0.09382 mSv
1.975
mSv50
mSv
0.0948 mSv
6.4 6.4.9-3 6.4.9-1
0.09382 mSv
0.0948 mSv
6.4 6.4.9-3 6.4.9-1
Sv/y
Sv/h
6.4 6.4.7-4
6.4.7-5
34,000 MWD/MTU
235U
2.84 wt%20
20
2.84 wt%
20
34,000 MWD/MTU
235U
2.84 wt%20
...
20
2.84
wt%20
6.4 6.4.7-6
6.4.7-7
-
82
()
13 / 15
6.4 6.4.5-6
0
1
0(front row
importance 0)
1(front row importance 1)
(back row contribution)
(total)
6.4.5-8
6.4.5-9
16-1
6.4 6.4.7-2
27
107.25 m
34,000 MWD/MTU
95 %
4.1610-21.8610-3
mSv/y
27
107.25 m
34,000 MWD/MTU
95
%
4.5810-22.0510-3
mSv/y
16-3
-
83
()
14 / 15
6.4 6.4.9-1 ()
14.6
kW/
27
4.1610-2 mSv/y
5.010-2 mSv/y
14.6 kW/
27
4.5810-2
mSv/y 5.010-2
mSv/y
16-3
6.4 6.4.9-3 6.4.9-1
(14.6 kW/)
27
()
4.1610-2 mSv/y
(
)
4.54510-2 mSv/y
4.5810-2 mSv/y
4.96510-2 mSv/y
16-3
6.4 6.4.8-1 ()
NAC
MAGNASTOR
-
84
()
15 / 15
103.04
6.4 6.4.7-17 6.4.7-5 5
96
7.60E-05
8.16E-05
6.4 6.4.7-18 6.4.7-6 5
96
2.43E-03
2.85E-03
6.4 6.4.4-1
235U
235U
-
85
1 / 1
102/10/01
6.5 6.5.1-4
ASME Code Section
III, NB-4450 [10]
( PT
ASME
Code Section III, NB-5350
)ASME
Code Section III, NB-4450
[10]
6.5-04-196 2
6.5 6.5.2-1
~2
ISG-5 [9]
ISG-5 [9]
d.
6.5-05-197 2
3
6.5 6.5.2-2
0.8
80%
6.5-06-198 2
6.5 6.5.1-4
ASME
Section III NB-6000
6.5-07-199 1
6.5 6.5.1-6 6.5.1-1
6.5.1-1
6.5-08-200 2
-
86
1 / 7
103/12/16
6.6 6.6.5-1~
3
1~31
1~29
6.6-14-216 2
6.6 6.6.2-4
0.01727
mSv/h
0.01727 mSv/h
2 1 4 (
) = 0.13816 man-mSv
0.06908
mSv
(50 mSv)
17.27 Sv/h
17.27 Sv/h 2 1
4 () = 138.16
man-Sv
69.08 Sv
(50 mSv =50000
Sv)
6.6-21-223 2
6.6 6.6.3-27 (5)
0.01727
mSv/hr
-0.01727 mSv/h
224()
= 0.27632 mSv
0.13816 mSv
(50 mSv)
(5)
17.27 Sv/hr
-
17.27 mSv/h 22
4() = 276.32
Sv
138.16 Sv
(50 mSv =50000 Sv)
6.6-21-223 2
6.6 6.6.3-2
100%
53 psig
250 psig
100%
132.5
psig
250 psig
6.6-23-225 1
6.6 6.6.3-3 (3)
6.6-26-228 1
-
87
()
2 / 7
6.6 6.6.3-4
().4
.
50
2m
1.883.36
().4
6.6-27-2292
6.6 6.6.3-6
6.6.3-7
(3)
( ).1.
0.7 MPa (0.10
ksi)
2.10
(3)
[21]
50
6.6-28-2302
6.6 6.6.3-20
TFR
6.6-29-2312
6.6 6.6.3-10 6.
6.
0.88g
0.78g
6.6-30-2322
6.6 6.6.3-1
13
(7)
(13)
13 (7)
(13)
6.6-31-2332
-
88
()
3 / 7
6.6 6.6.3-12 7.
15.24 m
(50 ft)4.6 m/s
(15 ft/s)
().11
7.
15.24 m (50 ft)4.6 m/s
(15 ft/s)
10.28m
12.3m
().12
6.6-31-233 2
6.6 6.6.3-13
..
16.28 m
6.6-31-233 2
6.6 6.6.3-14
6.6-32-234 2
6.6 6.6.3-23 (5)
..
(5)
MCNP
50 mSv
50 mSv
6.6-34-236
23
6.6 6.6.3-25 (5)
..
(5)
.
1.955 mSv
50 mSv
6.6-36-238 2
-
89
()
4 / 7
6.6 6.6.3-25
.
24
.
6.2-02-1163
6.6 6.6.3-27
24
100
6.3-19-1572
6.6 6.6.1-2 13. 13.
6.6 6.6.1-2
6.6 6.6.2-1
6.6 6.6.2-3
6.6 6.6.2-3
6.6.2-1
6.6.2-1
6.6 6.6.2-4
14.6 kW
14.6 kW
6.6 6.6.2-5 ().3
1.27
2.08
().3
.
1.271.87
6.6 6.6.2-7
6.6.3-12
6.6.4-1
().11
().12
6.6 6.6.3-1 (9)
(9)
6.6 6.6.3-2,
10
-
90
()
5 / 7
6.6 6.6.3-2,
11,19,27
(4) (4)
6.6 6.6.3-4 3. 3.
6.6 6.6.3-9 140.0 MPa (20.0
ksi)
2.70
12.46 MPa (1.78 ksi)
1.46
0.7 MPa (0.10
ksi)
2.10
137.9 MPa (20.0
ksi)
2.70
13.65 MPa (1.98 ksi)
1.31
0.7 MPa (0.10 ksi)
2.07
6.6 6.6.3-10 6.
6.
0.88g
0.78g
6.6 6.6.3-10 (1)
(1)
6.6 6.6.3-14
6.6 6.6.3-14 2
s2 kAmp [3]
2
s2 kAmp [14]
6.6 6.6.3-18
()
NNS
5-940.1[11].
101.6
cm (40 in)
1.6
()
NNS
5-940.1[11].
101.6 cm
(40 in)
2.3
-
91
()
6 / 7
6.6 6.6.3-19
()
13.1
()
3.11
(
)
2.15
()
13.0
()
3.1
()
1.88
6.6 6.6.3-19 (4)
6.6 6.6.3-20
6.6 6.6.3-21,
24
6.6 6.6.3-21,
24
6.6 6.6.3-26 32 C
32 C
6.6 6.6.3-26
6.6 6.6.3-29 10CFR100 10 CFR 100
6.6 6.6.3-30 6.6.3-3
1. SI
2.
6.2
-
92
()
7 / 7
6.6 6.6.4-1
6.6 6.6.4-2
6.6 6.6.4-2
6.6 6.6.4-2
6.6 6.6.2-3
6.6 6.6.3-1
6.6.3-26
6.6.4-1
6.6 6.6.3-7 50
50
6.6 6.6.4-1 100%
53psig
100%
53psig
-
93
1 / 1
106/8/4
6.6 6.6.1-
3
576.1
576.1
113.1
113.2
113.3
()
10668
-
94
1 / 2
107/3/16
6.6 6.6.1-
2
(2)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
(2)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
10735
6.6 6.6.3-
30
10735
-
95
()
2 / 2
6.6 6.6.4-
2
10735
6.6 6.6.4-
2
10735
-
96
1 / 1
102/10/01
7.1 7.1-3
07-01-246 2
7.1 7.1-7 (6)
07-02-247 2
7.1 7.1-8 (2)
TLD
(2)
TLD
07-07-252 1
-
97
1 / 1
102/10/01
8.1 8.1-1~2
1.
2.
3.
08-01-255 2
8.1.1-
1
8.1-4 8.1.1-1
1.26
2.48
8.1.1-1
1.34
2.39
8.4 8.4-1 (1) 24
6
(2)
48
(1) 24 5
( 4
868 8 )
(2)39
8.4 8.4-1 (1)
10,000 L
(2)
120 L
2,000 L
(3)
(4)
(5)
(1)
12,000L 10,000L
(2)
3,000L/
7,000L
120L/
2,000L
(3)
(4)
(5)
8.2 8.2-4~5 ()
1. FDS
2. ALOHA
()
1. FDS ( 5.6.3)
2. ALOHA ( 5.4.1.2)
08-02-256
12
8.2 8.2-7 5. FLACS
FLACS GexConCMR /
CMI 1980
-
98
1 / 2
102/10/01
9.1 9.1-1
250 cm()
150 cm
6 m (20 feet)
30 cm
09-03-264 2
3
9.1 9.1-1 (2)
CNS
(2)
259 lux(Mini 86 lux, Max
444 lux)
(day)/
(night)(SPD
)
9.1 9.1-2 2.
A.
2.
A. (
CCTV)
9.1 9.1-3 (1)
(1)
9.1 9.1-3 (2)
(2)
-
99
()
2 / 2
9.2 9.2-2
-
100
1 / 1
102/10/01
10.A
10.A
()(
)
()(
)
10.B
10.B Project Quality Assurance
Manual & Plan Prepared
for the Taiwan Power
Company Kuosheng
Independent Spent Fuel
Storage Installation
Project (Rev 2) (NAC
International)
Project Quality Assurance
Manual & Plan Prepared
for the Taiwan Power
Company Kuosheng
Independent Spent Fuel
Storage Installation Project
(Rev 3) (NAC
International)
10.C
10.C
()(
)
()()
-
101
1 / 1
102/10/01
11.1 11-1 50
50
11-01-272 2
11.3 11-1
10 CFR
72.130. (3)
10 CFR
72.130. (3)
23
15
11-01-273 1
11.4 11-2
()
(standoffs)
(19.2+30.7)*27=1347.3MT;
152.3*27=4112.1MT
11-03-274 2
-
102
()
2 / 2
11.6 11-3 ()
()
()
()
()
()
11-04-275 2