文件修訂紀錄表】 - aec.gov.tw · Fissionable Materials Outside Reactors.",… ... (14)ANSI N16.1, " Nuclear Criticality Safety in Operations ... On Physical Protection Of

1

...................................................................................... 2

.......................................................................... 7

........................................................................ 23

........................ 33

............................................................................ 35

................................................................ 46

........................................................................ 47

........................................................................ 64

................................................................ 70

........................................................................ 85

.... 86

........................................ 96

............................................................................ 97

........................................................ 98

.......................................................................... 100

...................................................................... 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


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


"Service Level I, II, and III

Protective Coatings Applied to

Nuclear Power Plants "

(7)RG 3.41


"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


630075-091-3-2/4

(NAC


3.A 3.A-12 630075-091-2-3/4

(NAC


630075-091-3-3/4

(NAC


3.A 3.A-13 630075-091-2-4/4

(NAC


630075-091-3-4/4

(NAC


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 extension)(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)


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


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


Storage Installation

Project (Rev 2) (NAC

International)

Project Quality Assurance

Manual & Plan Prepared

for the Taiwan Power

Company Kuosheng


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

Documents

文件修訂紀錄表 】 - aec.gov.tw · Fissionable Materials Outside Reactors.",… ... (14)ANSI N16.1, " Nuclear Criticality Safety in Operations ... On Physical Protection Of

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