93 04 01 93 12 31 93 04 01 93 12 31 93_03_09 93 12 31
: : : : (04) 23742325 : (04) 23323000-4242 E-mail: schsu@cyut.edu.tw : : : : (04) 23742325 : 0911334340 E-mail: sylin@mail.cyut.edu.tw 93 04 01 93 12 31 93 04 01 93 12 31 92 93 94 350,000 350,000 10,500 10,500 300,000 300,000 10,500 10,500 95 300,000 300,000 10,500 10,500 950,000 950,000 0911-209603 (04) 23742325 37 E-mails9311626@mail.cyut.edu.tw I
88921 Abstract The earthquake activities are pretty often in Taiwan. Earthquake damages are considered as one of the serious damages induced by the nature. More than 5000 peoples were died due to the earthquakes in Taiwan since 1900. The 921 Chi-Chi earthquake in 1999 shaked and damaged Taiwan at various places, especially the central Taiwan.Several surface ruptures of the fault, landslides, and collapsed buildings can be observed in central Taiwan. More than two thousand people were dead. Thus, understanding the damages caused by an earthquake will reduce the damages in the future. However, the earthquake response plans for the local governments were only focused on how to rescue or recover after a disaster. The plans on mitigation, preparedness, and recovery are gaining more attention after several major earthquakes, but detail plans for earthquake prevention are still needed to reduce the possible earthquake damages in the future. This project will focus on the areas in Nantou County. The data on damaged locations, characteristics, and cases during the previous earthquakes will be collected. The plans for earthquake mitigation, responses during and after an earthquake, and recovery after an earthquake will be formed with the help from the Bureau of Fire Department of Nantou County. Keywords:earthquake damages; earthquake hazards mitigation, mitigation plan.hazards potential;simulation of hazards scenario II
... I...II Abstract...II... III... 1... 2 2.1... 2 2.1.1... 2 2.1.2... 2 2.1.3... 3 2.2... 5... 7 3.1... 7 3.1.1... 7 3.1.2... 15 3.2... 19 3.2.1... 19 3.2.1... 21 3.2.3... 21... 22 4.1... 30... 31 5.1... 31 5.1.1... 31 5.2... 33 5.2.1... 33 5.2.2... 33 5.2.3... 38 5.3... 39 5.3.1... 39 5.3.2... 39 5.3.3... 44 5.3.4... 46 5.3.4... 51 5.3.5... 51 III
5.3.6... 55 5.3.7... 55 5.3.8... 58 5.3.9 ( )... 62 5.3.10... 63 5.4... 64 5.4.1... 64 5.4.2... 66 5.4.3... 67 5.4.4... 68 5.4.5... 68 5.4.6... 69 5.4.7... 70 5.4.8... 70 5.4.9... 71 5.4.10... 72 5.4.11... 72 5.5... 76 5.5.1... 76 5.5.2... 76... 3103 6.1... 103 6.2... 103 6.3... 103... 105 IV
1 Response 921 Mitigation Preparedness Recovery (SOP) ( )
2.1 2.1.1 (1) 90% (2) (7%)(3) (4) (5) (6) (disastrousearthquake) 2.1.2 8 214 1900 1999 64 a., b., 2
2.1 2.1.3 a. a b 3
c a. a b c 4
2.2 5
2-1 921 6
3.1 15% :1. 2. 3. 4. 5. ( 3-1 ) : ( ) ( ) 3.1.1 (3-1 ) 1. 2. 3. 4. 5. 7
N 3-1 8
1 a. b. c. a 1100 3000~3400 ( ) (Selective Erosion) (Dip Slope) b (Kettle Depression or Caldron Structure) 30-9
4 120 ; 500 700 2 5 600 700 200 650 660 c 10
2 a. ( 1204 ) 45 b. ; 17.5 9.5 (1256 ) (1172.2 ) (1390.1 ) c. 38 5.5 ( ) V 11
d. ( ) 760 e. f. ( ) 3 a. 32 4 7 12
b. 2 2 1.5 c. 14 4 5 500 327 4 a. 5 b. 95 c. 13
12 13 14
3.1.2 ( 3-2 ) 1. 15
3-2 16
17 2. ( ) 3. ( ) ( ) ( ) ( ) ( ) ( ) ( ) 4. / ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) (
18 ) ( ) ( ) ( ) ( ) 5. 60 3 6. 4000 7. 2500
19 3.2 3.2.1 (1898) 19168 4 1916828 1115 191715 7 70 98 208 1,212 1,821 1,807 4,781 14 ( 8 ) ( )
3-3 20
3.2.1 1. 2. 3. 3.2.3 1. 2. 3. 21
897 4-1 4-1 4-2 ( ) 4-3 1 2 3 4-1 22
4-2 23
4-3 24
25 4-1
26 93 (4-4) (4-5) ( )(4-6) ( )(4-7) (4-8) 4-4
4-5 27
4-6 28
4-7 ( ) 29
4.1 4-8 30
31 5.1 5.1.1 1. 2. 3. 4.
5. 6. 1 2 7. 32
5.2 5.2.1 56 5.2.2 1. 2. 3. 4. 5. 1 2 2. 33
1 2 -- 5 3 4 5 -- 6 3. 34
5-1 4. (1) (2) (3) (4) 5-2 35
5. (1) (2) (3) 5-3 36
37
5.2.3 1. 2. 3. 4. 5. 38
5.3 5.3.1 5.3.2 1. (1) (2) (3) (4) (5) 3. (1) ; (2) (3) (4) (5) 39
(6) 4. (1) (2) (3) ( ) 5. (1) ( ) (2) ( ) (3) 6. 7. (1) (2) (3) 15 (4) 40
(5) (6) (7) ( ) (8) 8. (1) (2) (3) (4) (5) 9. (1) (2) (3) 41
(4) (5) ( ) (6) (7) ( ) 10. (1) 24 (2) ; ; ; ; ; (3) : 11. (1) ( ) 24 (2) (3) 42
12. (1) (2) (3) (4) 13. (1) 24 (2) (3) 43
5.3.3 1. 1 2 3 a. a 57 18 ( ) b 44
410 c b. a b c. a b d. a () b c d ( ) 45
() () () () () 5.3.4 1. 1 a. b. c. d. 2 a. b. CATV c. 3 a. 46
b. c. d. e. f. g. h. i. j. 4 a. b. 5 a. b. 1. ( ) 1 a. : 47
a b c d e f a. : a b c d e f g 48
c. a ( ) b c d e f g 1 a. a b ( ): I. II. III. IV. V. VI. VII. b. 49
a b ( ) c. a ( ) b d. : a () b c 50
5.3.4 1. 1 a. b. 2 a. b. 5.3.5 1. 1 : a. b. c. : d. 2 a. a 51
I. II. b : I. II. III. c b. a b I. II. c d e I. II. III. IV. f g 2. 1 a. 52
a I. II. III. IV. 06 60 V. b. a I. II. III. IV. b I. II. III. c. a b c : d. a b c d 2 53
a. a b c d e f b. a b c d c. a b c d. a b c 3 54
a. : b. a ; b c d e 5.3.6 1. 3. 4. 5.3.7 1. 55
a. b. d. e. f. g. h. i. k. l. m. o. 56
p. q. s. ( ) t. u. v. 2. 1 : a. b. c. 2 : a. b. c. d. e. f. 3 3. 57
1 2 () 3 4 () 4. 1 a. ( ) b. c. d. f. g. 5.3.8 1. ( ) 58
1 :( ) a. b. c. d. e. f. ; g. ( ) 2 :( ) a. a b c b. 3 ( ) a. b. c. 59
d. 4 ( ) a. : a b c d e f b. : a b c c. : a b 5 : ( ) a. 60
b. 6 :( ) a. b. c. : 7 :( ) a. b. 2. 1 61
5.3.9 ( ) 1. : 1 2 3 4 5 ( ) ; 2. : 1 ; a. : b. : c. : 2 3 : a. ( ) b. c. 62
d. 4 3. : 1 () 2 () ( ) ( 3 4 5 5.3.10 1. 63
5.4 5.4.1 1. 1 a. b. c. 2 a. b. c. 2. 1 a. b. 2 a. b. 64
3. 1 a. b. 4. 1 a. b. c. d. e. 2 a. b. c. d. e. f. 5. 1 65
a. b. c. d. e. 2 a. b. c. d. e. 5.4.2 1. 1 a. b. 2 a. b. c. 66
5.4.3 1. 1 2 2. 1 a. b. 67
5.4.4 1. 1 2 5.4.5 1. 1 () () () () 2 68
5.4.6 1. 1 a. a b c d b. a b c c. a 69
b 5.4.7 1. 2. 1 2 3 5.4.8 1. 1 a. a b b. a 70
b c d e f g h c. a b c 5.4.9 1. 71
2. 5.4.10 1. 2. 1 2 3 4 5.4.11 1. 72
2. 73
5-1 74
5-4 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 75
76 5.5 5.5.1 921 5.5.2 5-5 5-5
1. 921 88 11 9 5-6 5-7 5-6 921 77
78
79 5-7
2. 1 a. b. c. d. 80
e. f. -- 2 a. 81
a 5-2 5-2 82
b c b. a b c c. 1:4 14 3.6 83
a b 1:4 d. a b e. a b f. a 84
b 3. 1 5-3 85
1. 2. 3. 4. 5. 1. ( ) 2. ( ) 3. ( ) 4. 1. 2. 3. 1. 2. 3. 5-3 86
a. b. c. d. e. a I. II. b 87
c d I. II. III. e f 88
1 921 a. b. c. d. 89
2 a. b. c. a b d. a b 90
c d e 5. 1 a. b. a b c 91
d e f c. d. e. a b 92
f. g. h. i. 93
2 a. a b c d e b. a b c d e f 94
g c. a b c d f 6. 1 a. a b 95
c b. c. d. 21.6%13.4% 21.3%14.0% 23.0%15.8% 22.4%15.7% 17.7%13.5% 17.4%15.2% 96
e. f. 080 g. 97
h. i. j. 2 a. 98
b. a b c d c. d. a b 99
e. f. g. 7. 1 a. b. 2 100
a. a b b. c. 3 a. b. c. 101
d. e. d 8. 102
921 : 6.1 1. 2. 3. 6.2 1. 2. 3. 921 4. 5. 6. TELES : 7. TELES 6.3 103
104
[1] NAPHM 91-12 10 [2] NAPHM 91-13 91 10 [3] 921 2001 [4] 921 2001 [5] 2003 [6] 2003 [7] - - 93.04.24- [8] 2002 [9] 2004 [10] : 1999 [11] : 2002 [12] 2000 [13] ( )2004 105