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비상엔지니어즈

Ⅰ 부 록

관측지점 및

전국주요지점의 확률강우량

 

도로 배수시설 설계 및 관리 지침 부록 - 1

<그림 1> 관측지점 및 지점별 적정 확률분포형

부록 - 2

<주요 지점의 확률강우량 찾기 표>

표 번호 지점명(번호) 비고 표 번호 지점명(번호) 비고

<표 I-1>

<표 I-2>

<표 I-3>

<표 I-4>

<표 I-5>

<표 I-6>

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<표 I-13>

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<표 I-21>

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<표 I-30>

<표 I-31>

<표 I-32>

<표 I-33>

<표 I-34>

<표 I-35>

속초(090)

철원(095)

대관령(100)

춘천(101)

강릉(105)

동해(106)

서울(108)

인천(112)

원주(114)

울릉도(115)

수원(119)

서산(129)

울진(130)

청주(131)

대전(133)

추풍령(135)

안동(136)

포항(138)

군산(140)

대구(143)

전주(146)

울산(152)

창원(155)

광주(156)

부산(159)

통영(162)

목포(165)

여수(168)

완도(170)

제주(184)

고산(185)

성산(188)

서귀포(189)

진주(192)

강화(201)

<표 I-36>

<표 I-37>

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<표 I-47>

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<표 I-49>

<표 I-50>

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<표 I-60>

<표 I-61>

<표 I-62>

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<표 I-66>

<표 I-67>

<표 I-68>

<표 I-69>

양평(202)

이천(203)

인제(211)

홍천(212)

태백(216)

제천(221)

충주(223)

보은(226)

천안(232)

보령(235)

부여(236)

금산(238)

부안(243)

임실(244)

정읍(245)

남원(247)

장수(248)

주암(256)

장흥(260)

해남(261)

고흥(262)

봉화(271)

영주(272)

문경(273)

영덕(277)

의성(278)

구미(279)

영천(281)

거창(284)

합천(285)

밀양(288)

산청(289)

거제(294)

남해(295)

도로 배수시설 설계 및 관리 지침 부록 - 3

<표1-1> 속초(90) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 90.1 63.8 52.7 46.4 39.1 34.9 32 29.9 25.7 23.1

3 106.6 73.7 61 53.8 45.5 40.6 37.3 34.8 29.8 26.7

5 125 84.7 70.2 62.1 52.6 47 43.1 40.2 34.4 30.8

10 148.2 98.5 81.8 72.5 61.6 55.1 50.5 47.1 40.2 35.9

20 170.4 112 92.8 82.3 70.1 62.7 57.6 53.7 45.8 40.9

30 183.1 119.8 99.2 88 75 67.2 61.7 57.5 49 43.7

50 199.2 129.2 107.2 95.1 81.2 72.7 66.7 62.2 53 47.2

70 209.6 135.6 112.4 99.8 85.2 76.3 70.1 65.3 55.7 49.5

80 213.8 138 114.5 101.7 86.8 77.8 71.4 66.5 56.7 50.4

100 220.7 142.1 117.9 104.8 89.5 80.2 73.6 68.6 58.4 52

200 242.1 155.1 128.6 114.3 97.7 87.6 80.4 74.9 63.8 56.8

300 254.7 162.6 134.9 120 102.6 92 84.4 78.6 66.9 59.5

500 270.4 172 142.7 127 108.7 97.4 89.4 83.3 70.9 63

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19.7 17.6 14.7 12.1 10.4 9.2 8.2 6.8 4.1 2.9

3 22.8 20.3 17 14 12.1 10.7 9.6 8 4.9 3.5

5 26.2 23.3 19.5 16.1 13.9 12.4 11.1 9.3 5.8 4.2

10 30.5 27 22.7 18.8 16.3 14.4 13 11 6.9 5.1

20 34.6 30.7 25.7 21.3 18.4 16.4 14.8 12.6 8 5.9

30 37 32.7 27.4 22.7 19.7 17.6 16 13.6 8.6 6.3

50 39.9 35.3 29.6 24.5 21.3 19 17.2 14.6 9.4 6.9

70 41.9 37 31 25.7 22.4 20 18.1 15.5 9.9 7.3

80 42.6 37.7 31.6 26.2 22.8 20.3 18.5 15.7 10.1 7.5

100 43.9 38.9 32.5 27 23.5 21 19.1 16.2 10.4 7.7

200 47.9 42.4 35.4 29.4 25.6 22.9 20.8 17.8 11.5 8.5

300 50.3 44.4 37.2 30.9 26.9 24 21.9 18.7 12.1 9

500 53.2 47 39.3 32.7 28.5 25.5 23.2 19.8 12.8 9.5

부록 - 4

<표1-2> 철원(95) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 119.4 92.7 78.2 68.8 57 49.8 44.7 41 33.7 29.3

3 133.8 104.1 87.7 77.1 64.1 56.2 50.7 46.6 38.6 33.8

5 149.9 116.9 98.2 86.4 72 63.3 57.3 52.8 44 38.7

10 170.1 132.8 111.5 98.2 82 72.3 65.6 60.6 50.9 44.8

20 189.4 148.2 124.3 109.4 91.5 80.9 73.6 68.1 57.4 50.8

30 200.6 157 131.6 115.9 97 85.8 78.1 72.4 61.2 54.2

50 214.5 168.1 140.8 123.9 103.9 92 83.9 77.8 65.9 58.4

70 223.6 175.3 146.8 129.3 108.4 96.1 87.6 81.4 69 61.2

80 227.2 178.2 149.2 131.3 110.2 97.7 89.1 82.8 70.2 62.3

100 233.3 182.8 153.1 134.9 113.2 100.4 91.6 85.1 72.2 64.2

200 252 197.7 165.5 145.7 122.4 108.7 99.3 92.3 78.6 69.9

300 262.9 206.5 172.7 152 127.8 113.6 103.8 96.6 82.3 73.3

500 276.7 217.3 181.8 160 134.6 119.6 109.5 101.9 86.9 77.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.1 20.8 16.9 13.4 11.3 9.8 8.7 7.1 4.3 3.2

3 27.8 24.2 19.7 15.8 13.4 11.7 10.5 8.7 5.4 4

5 32.1 28 22.9 18.5 15.7 13.8 12.4 10.4 6.6 5.1

10 37.4 32.7 26.9 21.8 18.7 16.5 14.9 12.5 8.1 6.2

20 42.5 37.2 30.7 25 21.4 19 17.2 14.6 9.5 7.3

30 45.4 39.9 32.9 26.8 23.1 20.5 18.5 15.7 10.4 8

50 49.1 43.1 35.6 29.1 25.1 22.3 20.2 17.2 11.5 8.8

70 51.5 45.3 37.4 30.7 26.4 23.5 21.3 18.2 12.2 9.3

80 52.4 46.1 38.1 31.2 26.9 23.9 21.7 18.6 12.4 9.5

100 54 47.5 39.3 32.2 27.8 24.8 22.5 19.2 12.8 9.8

200 58.9 51.9 43 35.3 30.5 27.2 24.7 21.2 14.3 10.9

300 61.8 54.5 45.2 37.1 32.1 28.7 26.1 22.4 15.1 11.5

500 65.5 57.7 47.9 39.4 34.1 30.5 27.7 23.8 16.1 12.3

도로 배수시설 설계 및 관리 지침 부록 - 5

<표1-3> 대관령(100) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 86.7 67.2 57.1 50.4 42.1 36.9 33.4 30.8 25.9 23.1

3 99.4 74.4 63.1 55.8 46.8 41.3 37.5 34.7 29.6 26.6

5 113.5 82.7 69.7 61.7 51.9 46.1 42.1 39.2 33.7 30.5

10 131.3 92.9 78 69.1 58.4 52.1 47.8 44.7 38.8 35.5

20 148.2 102.7 86 76.2 64.7 57.9 53.4 50 43.8 40.2

30 158 108.4 90.6 80.3 68.3 61.3 56.5 53.1 46.7 43

50 170.3 115.3 96.3 85.5 72.9 65.5 60.5 56.9 50.2 46.4

70 178.3 120.1 100.1 88.8 75.8 68.2 63.1 59.4 52.5 48.6

80 181.5 122 101.6 90.1 76.9 69.3 64.1 60.4 53.5 49.5

100 186.8 124.9 104.1 92.4 79 71.1 65.9 62.1 55 50.9

200 203.2 134.4 111.8 99.3 85 76.7 71.2 67.2 59.8 55.5

300 212.8 139.9 116.3 103.3 88.5 80 74.3 70.2 62.6 58.2

500 224.8 146.9 122 108.4 92.9 84.1 78.2 74 66.1 61.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19.8 17.8 15.4 13.1 11.6 10.4 9.5 8.1 5 3.6

3 23.1 21 18.4 15.9 14.1 12.7 11.5 9.7 6 4.4

5 26.8 24.6 21.7 18.8 16.8 15.1 13.8 11.7 7.2 5.2

10 31.5 29 25.8 22.6 20.2 18.3 16.7 14.1 8.7 6.3

20 36 33.3 29.8 26.2 23.5 21.3 19.4 16.5 10.1 7.3

30 38.6 35.9 32.2 28.3 25.4 23 21 17.8 10.9 7.9

50 41.8 38.9 35 30.9 27.8 25.2 23 19.5 11.9 8.7

70 43.9 40.9 36.9 32.7 29.3 26.6 24.3 20.6 12.6 9.2

80 44.7 41.7 37.6 33.3 29.9 27.2 24.8 21.1 12.8 9.3

100 46.1 43.1 38.9 34.4 31 28.1 25.7 21.8 13.3 9.7

200 50.5 47.2 42.8 37.9 34.1 31 28.3 24 14.7 10.7

300 53 49.7 45 40 36 32.7 29.9 25.3 15.5 11.3

500 56.2 52.7 47.9 42.6 38.3 34.8 31.8 27 16.5 12

부록 - 6

<표1-4> 춘천(101) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 123 88.9 74.2 64.9 53.1 45.7 40.6 36.8 29.6 25.4

3 138.2 99.4 83 72.7 59.7 51.5 45.9 41.7 33.6 28.8

5 155.2 111 92.8 81.4 67 58 51.7 47 38 32.7

10 176.5 125.5 105.1 92.4 76.3 66.2 59.1 53.8 43.5 37.5

20 196.9 139.3 116.9 103 85.2 74 66.1 60.2 48.8 42

30 208.7 147.3 123.8 109.1 90.4 78.5 70.2 63.9 51.8 44.6

50 223.4 157.3 132.2 116.6 96.8 84.1 75.2 68.5 55.6 48

70 233.1 163.9 137.8 121.6 101 87.8 78.5 71.6 58.1 50.1

80 236.9 166.6 140 123.6 102.6 89.3 79.9 72.8 59.1 51

100 243.3 170.9 143.7 126.9 105.4 91.7 82 74.8 60.7 52.4

200 263.1 184.3 155.1 137 114 99.3 88.8 81 65.8 56.8

300 274.6 192.1 161.8 143 119 103.7 92.8 84.7 68.8 59.4

500 289.2 202.1 170.2 150.5 125.3 109.3 97.8 89.3 72.6 62.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.5 17.7 14.3 11.6 9.8 8.6 7.7 6.4 3.9 2.9

3 23.4 20.1 16.4 13.2 11.3 10 8.9 7.5 4.7 3.5

5 26.5 22.9 18.6 15.2 13 11.5 10.4 8.7 5.6 4.2

10 30.4 26.3 21.5 17.6 15.2 13.5 12.2 10.3 6.6 5

20 34.2 29.6 24.3 19.9 17.2 15.3 13.9 11.8 7.6 5.8

30 36.3 31.5 25.9 21.2 18.4 16.4 14.9 12.6 8.2 6.3

50 39.1 33.9 27.9 22.9 19.9 17.7 16.1 13.7 9 6.9

70 40.9 35.5 29.2 24 20.8 18.6 16.9 14.4 9.5 7.3

80 41.6 36.1 29.7 24.4 21.2 18.9 17.2 14.7 9.7 7.4

100 42.7 37.1 30.5 25.1 21.8 19.5 17.7 15.1 10 7.7

200 46.4 40.3 33.2 27.4 23.8 21.3 19.4 16.6 11 8.4

300 48.5 42.1 34.7 28.7 25 22.3 20.4 17.4 11.6 8.9

500 51.2 44.5 36.7 30.3 26.4 23.7 21.6 18.6 12.3 9.5

도로 배수시설 설계 및 관리 지침 부록 - 7

<표1-5> 강릉(105) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 105.0 73.9 61.5 54.0 44.9 39.3 35.4 32.5 27.0 23.7

3 121.8 84.6 70.4 62.0 51.9 45.8 41.5 38.4 32.2 28.5

5 140.3 96.6 80.3 70.9 59.7 53.0 48.3 44.8 38.1 34.0

10 163.7 111.6 92.8 82.1 69.6 62.1 56.9 53.0 45.4 40.8

20 186.0 125.9 104.8 92.9 79.0 70.8 65.1 60.8 52.4 47.2

30 198.9 134.4 111.7 99.0 84.4 75.8 69.8 65.3 56.5 51.0

50 215.1 144.6 120.2 106.7 91.2 82.0 75.7 71.0 61.6 55.7

70 225.6 151.4 125.9 111.8 95.6 86.1 79.5 74.6 64.9 58.7

80 229.9 154.0 128.1 113.8 97.5 87.8 81.1 76.1 66.2 59.9

100 236.8 158.6 131.9 117.2 100.4 90.4 83.6 78.5 68.4 62.0

200 258.4 172.3 143.4 127.5 109.5 98.9 91.5 86.1 75.2 68.2

300 271.1 180.5 150.2 133.6 114.9 103.8 96.2 90.5 79.1 71.9

500 287.1 190.6 158.6 141.3 121.6 110.0 102.0 96.0 84.1 76.5

Duration(min)

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19.8 17.4 14.5 12.0 10.3 9.1 8.2 6.8 4.1 2.9

3 24.1 21.3 17.9 14.8 12.8 11.3 10.2 8.4 5.0 3.6

5 28.9 25.7 21.7 18.0 15.5 13.7 12.3 10.2 6.1 4.4

10 34.9 31.2 26.4 21.9 19.0 16.8 15.1 12.5 7.4 5.3

20 40.7 36.5 30.9 25.8 22.3 19.7 17.6 14.6 8.7 6.2

30 44.0 39.5 33.5 27.9 24.1 21.3 19.2 15.9 9.5 6.7

50 48.2 43.3 36.8 30.6 26.5 23.4 21.0 17.5 10.4 7.4

70 50.9 45.7 38.9 32.5 28.1 24.8 22.3 18.5 11.0 7.8

80 52.0 46.7 39.8 33.2 28.7 25.4 22.8 18.9 11.2 8.0

100 53.8 48.4 41.2 34.3 29.7 26.3 23.6 19.6 11.6 8.2

200 59.4 53.5 45.6 38.1 32.9 29.1 26.1 21.7 12.8 9.1

300 62.6 56.4 48.1 40.2 34.8 30.7 27.6 22.9 13.5 9.6

500 66.7 60.2 51.4 42.9 37.1 32.8 29.4 24.4 14.5 10.3

부록 - 8

<표1-6> 동해(106) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 89.8 67.4 55.5 48.4 40.1 35.2 31.9 29.5 24.8 21.9

3 106.5 78.7 64.5 56.4 47.1 41.8 38.2 35.6 30.3 26.9

5 125.1 91.4 74.6 65.2 55 49.2 45.3 42.4 36.4 32.5

10 148.6 107.2 87.2 76.4 64.9 58.5 54.1 50.8 44 39.4

20 171 122.4 99.4 87.1 74.3 67.3 62.6 59 51.4 46.1

30 184 130.9 106.3 93.4 79.8 72.5 67.5 63.7 55.6 49.9

50 200.1 141.8 115.1 101.1 86.7 78.9 73.6 69.5 60.8 54.7

70 210.7 148.9 120.8 106.2 91.1 83 77.5 73.3 64.2 57.8

80 214.9 151.7 123 108.1 92.9 84.6 79.1 74.8 65.7 59.1

100 221.8 156.5 126.9 111.5 95.8 87.4 81.7 77.4 67.9 61.2

200 243.5 171.1 138.6 121.9 105.1 96 89.9 85.3 75 67.6

300 256.2 179.7 145.4 128 110.4 101 94.7 89.8 79.1 71.3

500 272.3 190.3 154 135.6 117.1 107.3 100.7 95.6 84.3 76.1

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 18.4 16.2 13.4 11 9.4 8.4 7.6 6.4 4 2.9

3 22.6 19.8 16.3 13.3 11.4 10.1 9.1 7.7 4.9 3.5

5 27.3 23.8 19.4 15.7 13.5 11.9 10.8 9.2 5.9 4

10 33.1 28.9 23.5 18.9 16.1 14.3 12.9 11.1 7.1 4.8

20 38.7 33.7 27.3 21.9 18.7 16.5 15 12.9 8.3 5.6

30 42 36.6 29.6 23.6 20.2 17.8 16.2 13.9 9 6.1

50 46 40 32.3 25.8 22 19.5 17.6 15.1 9.8 6.5

70 48.7 42.4 34.2 27.3 23.2 20.5 18.6 15.9 10.3 6.9

80 49.7 43.3 34.9 27.8 23.7 21 19 16.3 10.5 7

100 51.5 44.8 36.1 28.7 24.5 21.7 19.6 16.8 11 7.3

200 56.9 49.5 39.8 31.7 27 23.9 21.6 18.6 12.1 8

300 60.1 52.2 42 33.4 28.4 25.1 22.8 19.5 12.7 8.5

500 64.1 55.7 44.7 35.6 30.2 26.7 24.2 20.8 13.5 8.9

도로 배수시설 설계 및 관리 지침 부록 - 9

<표1-7> 서울(108) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 133.3 96.2 80.7 71.4 60.2 53.2 48.2 44.4 36.7 31.7

3 148.8 108.7 92 82.1 70.1 62.5 57 52.7 43.9 38

5 166.7 122.8 104.8 94.2 81.2 72.9 66.8 62 51.8 45.1

10 188.1 140.3 120.9 109.4 95.2 85.9 79.1 73.6 61.9 53.9

20 209.6 157.1 136.1 123.8 108.5 98.4 90.9 84.8 71.5 62.3

30 221.5 166.9 145.1 132.2 116.2 105.6 97.7 91.2 77 67.2

50 237.1 179.2 156.2 142.7 125.9 114.7 106.2 99.2 84 73.3

70 247.8 187.2 163.4 149.5 132.1 120.5 111.7 104.5 88.5 77.3

80 251.4 190.3 166.2 152.1 134.6 122.9 113.9 106.6 90.3 78.9

100 257.4 195.3 170.9 156.6 138.7 126.7 117.5 110 93.3 81.5

200 278.8 211.5 185.7 170.6 151.7 138.9 129 120.9 102.6 89.7

300 290.7 221.3 194.5 178.9 159.2 145.9 135.6 127.1 108 94.5

500 305.1 233 205.3 189.1 168.6 154.8 144 135 114.8 100.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 25.4 21.5 16.7 12.7 10.4 8.8 7.7 6.2 3.7 2.7

3 30.6 25.8 20 15.2 12.4 10.5 9.2 7.4 4.4 3.3

5 36.2 30.6 23.6 17.9 14.6 12.4 10.8 8.8 5.3 4

10 43.4 36.6 28.2 21.3 17.4 14.8 12.9 10.5 6.4 4.8

20 50.2 42.3 32.6 24.6 20.1 17.1 14.9 12.1 7.5 5.6

30 54.1 45.6 35.1 26.5 21.6 18.4 16.1 13.1 8.1 6.1

50 59 49.8 38.3 28.9 23.5 20 17.5 14.3 8.8 6.7

70 62.3 52.5 40.4 30.5 24.8 21.1 18.5 15 9.3 7.1

80 63.5 53.6 41.2 31.1 25.3 21.5 18.9 15.4 9.5 7.2

100 65.7 55.3 42.5 32.1 26.1 22.2 19.5 15.9 9.8 7.5

200 72.3 60.9 46.8 35.3 28.7 24.4 21.4 17.5 10.8 8.2

300 76.1 64.1 49.3 37.2 30.2 25.7 22.6 18.4 11.4 8.7

500 81 68.2 52.4 39.5 32.1 27.3 24 19.6 12.2 9.3

부록 - 10

<표1-8> 인천(112) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 120.3 90.9 76.7 67.9 56.8 49.8 44.9 41.2 33.7 29

3 134.5 101.7 87.1 77.8 65.9 58.2 52.6 48.3 39.6 34.2

5 150.1 113.8 98.6 88.8 75.9 67.4 61.1 56.2 46.2 39.9

10 169.8 128.9 113.1 102.7 88.6 79 71.7 66.1 54.4 47.1

20 188.6 143.3 127 116.1 100.9 90.1 82 75.6 62.3 54

30 199.5 151.8 135 123.7 107.8 96.5 87.9 81.1 67 58

50 213 162.3 144.9 133.3 116.6 104.5 95.3 88 72.7 63

70 221.9 169.1 151.5 139.6 122.3 109.8 100.1 92.4 76.4 66.2

80 225.4 171.9 154.1 142 124.6 111.8 102 94.2 77.9 67.5

100 231.3 176.5 158.4 146.2 128.3 115.3 105.2 97.2 80.4 69.7

200 249.5 190.5 171.8 159.1 140.1 126.1 115.1 106.4 88 76.3

300 260.3 198.7 179.6 166.6 147 132.4 120.9 111.8 92.5 80.2

500 273.7 209.1 189.5 176 155.7 140.3 128.2 118.5 98.1 85.1

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.3 19.7 15.4 11.8 9.7 8.3 7.3 5.9 3.5 2.6

3 27.5 23.3 18.3 14.2 11.7 10 8.8 7.1 4.2 3.1

5 32.2 27.4 21.6 16.8 13.9 12 10.5 8.5 5 3.6

10 38 32.5 25.7 20.1 16.7 14.4 12.7 10.3 6 4.4

20 43.7 37.3 29.7 23.3 19.4 16.7 14.7 11.9 6.9 5.1

30 46.9 40.1 31.9 25.1 20.9 18 15.9 12.9 7.5 5.5

50 51 43.7 34.8 27.4 22.8 19.7 17.4 14.1 8.2 6

70 53.6 46 36.7 28.9 24.1 20.8 18.3 14.9 8.6 6.3

80 54.7 46.9 37.4 29.4 24.6 21.2 18.7 15.2 8.8 6.4

100 56.4 48.4 38.6 30.4 25.4 22 19.4 15.7 9.1 6.6

200 61.8 53 42.4 33.5 28 24.2 21.4 17.3 10 7.3

300 65.1 55.8 44.7 35.3 29.5 25.5 22.5 18.2 10.5 7.7

500 69.1 59.3 47.5 37.5 31.4 27.2 24 19.4 11.2 8.2

도로 배수시설 설계 및 관리 지침 부록 - 11

<표1-9> 원주(114) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 184.3 120.4 97.2 83.5 66.9 56.8 49.9 44.8 35.2 29.7

3 231.6 141.6 110.8 93.7 74.4 63.2 55.7 50.3 40 34.1

5 284.4 165.1 125.8 105.1 82.7 70.3 62.2 56.3 45.3 38.9

10 350.4 195.2 144.7 119.3 93.1 79.2 70.3 63.9 52.1 45.1

20 414.1 223.5 162.8 133.1 103.3 87.8 78.1 71.2 58.4 50.9

30 450.6 239.9 173.3 141 109.1 92.8 82.5 75.4 62.1 54.3

50 496.3 260.6 186.2 150.8 116.3 98.9 88.1 80.6 66.7 58.5

70 526.3 274 194.8 157.3 121 103 91.8 84 69.7 61.3

80 538.1 279.2 198.2 159.9 122.9 104.6 93.3 85.4 70.9 62.4

100 557.9 288.2 203.8 164.1 126.1 107.2 95.7 87.6 72.9 64.2

200 619.3 315.9 221.2 177.3 135.8 115.5 103.2 94.7 79.1 69.9

300 655.1 332 231.4 185 141.5 120.4 107.6 98.8 82.7 73.2

500 700.3 352.3 244.3 194.8 148.6 126.5 113.1 103.9 87.2 77.3

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.4 19.8 15.7 12.4 10.5 9.1 8.1 6.7 4.1 3

3 27.2 23.2 18.5 14.7 12.4 10.8 9.6 8 4.9 3.6

5 31.4 27 21.6 17.2 14.5 12.7 11.3 9.4 5.7 4.2

10 36.7 31.7 25.5 20.3 17.2 15.1 13.5 11.2 6.9 5

20 41.8 36.2 29.3 23.4 19.8 17.3 15.4 12.8 7.9 5.8

30 44.8 38.9 31.5 25.2 21.3 18.6 16.6 13.8 8.6 6.3

50 48.4 42.1 34.2 27.3 23.1 20.2 18.1 15.1 9.4 6.8

70 50.9 44.3 36 28.8 24.3 21.3 19 15.9 9.9 7.2

80 51.8 45.1 36.7 29.3 24.8 21.7 19.4 16.2 10.1 7.4

100 53.4 46.5 37.8 30.3 25.6 22.4 20 16.7 10.4 7.6

200 58.4 51 41.5 33.2 28.1 24.6 22 18.3 11.5 8.4

300 61.2 53.5 43.6 34.9 29.5 25.9 23.1 19.3 12.1 8.8

500 64.8 56.7 46.3 37.1 31.4 27.5 24.6 20.5 12.9 9.2

부록 - 12

<표1-10> 울릉도(115) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 97.4 68.2 55.3 47.8 39 33.9 30.4 27.8 22.9 19.8

3 110.8 78.7 65.2 57 47 40.9 36.6 33.5 27.3 23.6

5 125.5 90.7 76.1 67 55.6 48.6 43.6 39.8 32.5 28

10 144.3 105.5 89.8 79.8 66.7 58.3 52.3 47.8 38.8 33.4

20 162.1 119.8 103 92 77.3 67.6 60.7 55.4 44.9 38.6

30 172.3 128.3 110.6 98.9 83.3 73 65.5 59.8 48.5 41.6

50 185.1 138.6 120 107.6 90.9 79.6 71.5 65.3 52.9 45.4

70 193.6 145.3 126.3 113.5 95.9 84.1 75.4 68.8 55.7 47.8

80 196.8 148.1 128.7 115.6 97.8 85.8 77 70.3 57 48.8

100 202.5 152.5 132.8 119.5 101.1 88.7 79.6 72.7 58.8 50.4

200 219.7 166.2 145.6 131.4 111.4 97.7 87.7 80 64.7 55.4

300 229.7 174.5 153 138.1 117.3 102.9 92.4 84.3 68.2 58.4

500 242.4 184.7 162.4 146.8 124.8 109.6 98.4 89.7 72.5 62.1

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16 13.7 10.8 8.3 6.8 5.8 5.1 4 2.3 1.6

3 19.1 16.3 12.9 10 8.2 6.9 6 4.8 2.7 2

5 22.5 19.2 15.1 11.7 9.6 8.1 7.1 5.6 3.2 2.3

10 26.9 22.9 18.1 14 11.4 9.7 8.4 6.7 3.8 2.8

20 31 26.4 20.8 16.1 13.2 11.2 9.7 7.7 4.4 3.3

30 33.4 28.4 22.4 17.3 14.2 12.1 10.5 8.4 4.7 3.5

50 36.4 30.9 24.4 18.8 15.5 13.2 11.4 9.1 5.1 3.8

70 38.3 32.6 25.7 19.9 16.3 13.9 12.1 9.6 5.4 4.1

80 39.1 33.2 26.2 20.3 16.6 14.1 12.3 9.8 5.5 4.1

100 40.4 34.3 27.1 20.9 17.2 14.6 12.7 10.1 5.7 4.3

200 44.3 37.7 29.7 23 18.9 16.1 14 11.1 6.2 4.7

300 46.7 39.7 31.3 24.2 19.9 16.9 14.7 11.6 6.6 5

500 49.7 42.2 33.3 25.7 21.1 17.9 15.6 12.4 7 5.3

도로 배수시설 설계 및 관리 지침 부록 - 13

<표1-11> 수원(119) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 134 99.4 84.1 74.2 61.4 53.3 47.6 43.3 34.9 30

3 148.1 110.7 93.8 82.9 69.2 60.5 54.3 49.7 40.7 35.2

5 163.8 123 104.5 92.7 77.9 68.5 61.9 56.9 47 40.9

10 183.4 138.7 118 105 88.8 78.6 71.4 65.9 54.9 48.1

20 202.4 153.3 131 117 99.4 88.3 80.5 74.5 62.5 54.9

30 213.2 162 138.4 123.7 105.4 93.9 85.7 79.5 66.9 58.9

50 226.9 172.8 147.7 132.2 112.9 100.8 92.3 85.7 72.4 63.9

70 235.8 179.7 153.8 137.8 117.9 105.4 96.5 89.7 75.9 67.1

80 239.3 182.4 156.3 140 119.9 107.2 98.2 91.3 77.3 68.4

100 245.3 187 160.3 143.8 123.2 110.3 101.1 94 79.7 70.5

200 263.5 201.4 172.8 155.2 133.3 119.6 109.9 102.4 87.1 77.2

300 274.2 209.8 180.1 161.8 139.2 125 114.9 107.2 91.4 81.1

500 287.6 220.3 189.4 170.3 146.7 132 121.4 113.3 96.8 86

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.1 20.6 16.4 12.9 10.8 9.3 8.2 6.7 4 3

3 28.5 24.5 19.6 15.5 12.9 11.2 9.9 8 4.8 3.5

5 33.4 28.8 23.2 18.3 15.3 13.2 11.6 9.5 5.6 4.1

10 39.6 34.2 27.5 21.8 18.2 15.8 13.9 11.3 6.7 4.8

20 45.5 39.5 31.9 25.3 21.1 18.3 16.1 13.1 7.7 5.6

30 48.9 42.5 34.3 27.2 22.8 19.7 17.4 14.1 8.3 6

50 53.1 46.2 37.4 29.6 24.8 21.5 19 15.4 9 6.5

70 55.9 48.6 39.4 31.2 26.2 22.6 19.9 16.2 9.5 6.8

80 57 49.6 40.2 31.9 26.7 23.1 20.4 16.6 9.7 7

100 58.8 51.3 41.6 33 27.6 23.9 21 17.1 10 7.2

200 64.5 56.3 45.7 36.3 30.4 26.2 23.1 18.8 11 7.9

300 67.9 59.2 48.1 38.2 32 27.6 24.4 19.8 11.6 8.3

500 72 62.9 51.1 40.6 34 29.4 25.9 21.1 12.3 8.8

부록 - 14

<표1-12> 서산(129) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 121 91.5 77.7 68.6 56.6 48.9 43.5 39.5 31.7 27.2

3 132.9 99.7 86.6 77.6 65.1 56.6 50.5 45.8 36.7 31.4

5 145.9 109.2 96.4 87.4 74.4 65.1 58.2 52.9 42.4 36.1

10 162.4 120.8 108.7 100 86.2 75.9 68 61.8 49.4 42

20 178.1 132.3 120.6 111.9 97.5 86.2 77.4 70.4 56.2 47.6

30 187.2 139 127.3 118.6 103.9 92.1 82.8 75.3 60.1 50.9

50 198.6 147 135.9 127.4 112.2 99.6 89.5 81.4 64.9 54.9

70 206.1 152.3 141.4 132.9 117.5 104.5 93.9 85.5 68.1 57.6

80 208.9 154.6 143.6 135.1 119.5 106.4 95.7 87.1 69.4 58.7

100 213.8 158.1 147.3 138.8 123 109.6 98.6 89.8 71.5 60.5

200 229.1 169.3 158.7 150.3 133.9 119.5 107.7 98.1 78.1 66

300 237.9 175.7 165.3 157 140.3 125.4 113 102.9 81.9 69.1

500 249.1 183.9 173.7 165.4 148.3 132.7 119.6 108.9 86.7 73.2

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.8 18.7 14.9 11.8 9.8 8.5 7.4 6 3.4 2.5

3 25.1 21.5 17.2 13.7 11.5 9.9 8.8 7.1 4.1 3

5 28.8 24.6 19.7 15.8 13.3 11.6 10.3 8.5 4.9 3.5

10 33.4 28.5 23 18.4 15.7 13.7 12.2 10 5.8 4.2

20 37.8 32.3 26 21 17.9 15.8 14.1 11.6 6.8 4.8

30 40.4 34.5 27.7 22.4 19.2 16.9 15.2 12.6 7.3 5.2

50 43.6 37.2 30 24.3 20.8 18.4 16.5 13.6 8 5.7

70 45.7 38.9 31.4 25.5 21.9 19.3 17.3 14.3 8.4 6

80 46.5 39.7 32 26 22.3 19.7 17.7 14.7 8.6 6.1

100 47.8 40.8 32.9 26.7 23 20.3 18.2 15.2 8.9 6.3

200 52.1 44.4 35.9 29.2 25.1 22.3 20 16.7 9.8 6.9

300 54.6 46.6 37.6 30.6 26.4 23.4 21.1 17.6 10.3 7.3

500 57.8 49.2 39.8 32.4 28 24.8 22.4 18.6 10.9 7.7

도로 배수시설 설계 및 관리 지침 부록 - 15

<표1-13> 울진(130) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 91.5 66.7 54 46.3 37.3 32.2 28.8 26.3 21.8 19.2

3 108.9 77.3 62.6 53.7 43.3 37.2 33.2 30.3 25 21.9

5 128.4 88.7 72.2 62.1 50 42.9 38.1 34.7 28.4 24.8

10 152.7 103.7 84.2 72.4 58.3 49.9 44.3 40.3 32.9 28.7

20 176.2 117.6 95.8 82.5 66.4 56.7 50.3 45.6 37 32.2

30 189.7 125.6 102.4 88.3 71.1 60.7 53.7 48.6 39.4 34.3

50 206.5 135.8 110.8 95.5 76.9 65.6 58 52.5 42.4 36.9

70 217.5 142.5 116.2 100.2 80.6 68.7 60.7 55 44.4 38.6

80 221.9 144.9 118.3 102.1 82.2 70 61.8 55.9 45.2 39.2

100 229.2 149.4 121.9 105.2 84.6 72.1 63.7 57.6 46.5 40.4

200 251.9 162.7 133.1 115 92.5 78.7 69.4 62.7 50.5 43.8

300 265.1 170.9 139.6 120.6 97 82.5 72.8 65.7 52.9 45.9

500 281.8 180.8 147.8 127.7 102.7 87.4 77 69.5 55.9 48.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16 14.1 11.7 9.6 8.1 7.1 6.3 5.2 3 2.2

3 18.3 16.1 13.5 11.1 9.5 8.4 7.5 6.2 3.6 2.6

5 20.8 18.4 15.4 12.8 11 9.7 8.7 7.1 4.3 3.2

10 23.9 21.2 17.8 14.9 12.9 11.4 10.3 8.5 5.1 3.8

20 26.9 23.8 20.2 16.9 14.8 13.1 11.8 9.8 5.9 4.5

30 28.6 25.4 21.6 18.1 15.8 14 12.6 10.5 6.4 4.9

50 30.8 27.3 23.2 19.6 17.1 15.2 13.7 11.5 6.9 5.3

70 32.2 28.6 24.3 20.5 18 16 14.5 12.1 7.3 5.6

80 32.7 29.1 24.8 20.9 18.3 16.4 14.8 12.3 7.5 5.7

100 33.7 29.9 25.5 21.6 18.9 16.9 15.2 12.7 7.7 5.9

200 36.6 32.5 27.8 23.6 20.7 18.5 16.7 13.9 8.5 6.6

300 38.3 34 29.1 24.7 21.7 19.4 17.5 14.7 8.9 6.9

500 40.4 35.9 30.7 26.1 23 20.6 18.6 15.6 9.5 7.4

부록 - 16

<표1-14> 청주(131) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 119.2 90.9 78.2 69.5 57.7 49.9 44.3 40.1 31.8 26.8

3 132.7 102.4 87.7 77.9 64.9 56.4 50.3 45.6 36.5 31

5 147.5 115 98.4 87.3 72.9 63.5 56.8 51.8 41.7 35.6

10 166.3 131.2 111.8 99 82.8 72.4 65.1 59.5 48.4 41.5

20 184.3 146.4 124.6 110.4 92.4 81.1 73.1 66.9 54.7 47

30 194.7 155.1 132 117 98 86.1 77.6 71.2 58.3 50.2

50 207.7 166.2 141.3 125.2 104.9 92.3 83.4 76.6 62.9 54.3

70 216.1 173.3 147.3 130.5 109.5 96.4 87.1 80.1 65.8 56.9

80 219.5 176.1 149.7 132.6 111.3 98 88.6 81.4 67 57.9

100 225.2 180.9 153.7 136.2 114.3 100.7 91.1 83.8 69 59.7

200 242.5 195.7 166.1 147 123.5 109 98.7 90.9 75.1 65.1

300 252.7 204.5 173.3 153.4 128.9 113.9 103.2 95.2 78.8 68.3

500 265.5 215.4 182.5 161.5 135.8 120 108.9 100.4 83.3 72.3

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21 17.7 13.8 10.6 8.8 7.6 6.6 5.4 3.2 2.4

3 24.5 20.6 16 12.4 10.2 8.8 7.7 6.2 3.7 2.7

5 28.2 23.8 18.6 14.3 11.8 10.1 8.9 7.2 4.2 3.1

10 33.1 27.9 21.8 16.7 13.8 11.8 10.4 8.4 5 3.6

20 37.6 31.8 24.8 19.1 15.7 13.4 11.8 9.6 5.6 4

30 40.2 34 26.6 20.4 16.8 14.4 12.6 10.3 6 4.3

50 43.6 36.9 28.8 22.1 18.2 15.6 13.7 11.1 6.5 4.7

70 45.7 38.7 30.2 23.2 19.1 16.3 14.4 11.7 6.9 5

80 46.6 39.5 30.8 23.7 19.4 16.6 14.6 11.8 7 5.1

100 48 40.7 31.7 24.4 20 17.1 15 12.2 7.2 5.2

200 52.4 44.4 34.7 26.6 21.9 18.7 16.4 13.3 7.9 5.6

300 55 46.7 36.4 27.9 23 19.6 17.3 14 8.3 5.9

500 58.3 49.4 38.6 29.6 24.3 20.8 18.3 14.9 8.8 6.2

도로 배수시설 설계 및 관리 지침 부록 - 17

<표1-15> 대전(133) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 131.6 103.8 87.6 76.8 63 54.4 48.4 44 35.3 30

3 142.3 113.6 95.9 84.2 69.7 60.7 54.4 49.6 40.3 34.5

5 154.3 123.9 105.2 92.8 77.3 67.7 60.9 55.8 45.7 39.5

10 169.4 137.2 116.9 103.6 86.9 76.5 69.2 63.7 52.6 45.7

20 183.9 149.9 128 113.8 96 84.9 77.1 71.2 59.3 51.7

30 192.3 157.2 134.5 119.8 101.3 89.8 81.7 75.5 63.1 55.1

50 202.7 166.2 142.6 127.2 107.9 95.9 87.4 80.9 67.8 59.4

70 209.6 172.2 147.8 132 112.2 99.9 91.1 84.5 71 62.3

80 212.2 174.7 149.9 133.9 113.8 101.4 92.6 85.9 72.2 63.4

100 216.7 178.6 153.4 137 116.7 104.1 95.1 88.3 74.3 65.3

200 230.8 190.7 164.3 147.1 125.6 112.2 102.8 95.5 80.6 71

300 239 197.8 170.6 152.9 130.8 117 107.2 99.7 84.4 74.4

500 249.3 206.8 178.6 160.2 137.3 123 112.9 105.1 89.1 78.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.8 20 15.6 11.9 9.8 8.3 7.3 5.8 3.4 2.6

3 27.5 23.3 18.1 13.9 11.4 9.8 8.6 7 4.1 3

5 31.8 27 21.2 16.3 13.4 11.5 10.1 8.1 4.8 3.6

10 37 31.6 24.9 19.3 15.9 13.6 11.9 9.7 5.7 4.2

20 42.1 36 28.5 22.1 18.2 15.6 13.7 11.2 6.6 4.8

30 45 38.6 30.6 23.7 19.6 16.8 14.8 12 7.1 5.2

50 48.7 41.8 33.1 25.8 21.3 18.3 16.1 13 7.7 5.6

70 51.1 43.9 34.8 27.1 22.4 19.2 16.9 13.7 8.1 5.9

80 52 44.7 35.4 27.6 22.8 19.6 17.2 14 8.3 6

100 53.6 46.1 36.6 28.5 23.6 20.2 17.8 14.5 8.6 6.2

200 58.5 50.4 40.1 31.2 25.9 22.2 19.5 15.9 9.4 6.8

300 61.3 52.9 42.1 32.8 27.2 23.3 20.5 16.7 9.9 7.2

500 64.9 56 44.7 34.8 28.9 24.8 21.8 17.7 10.5 7.6

부록 - 18

<표1-16> 추풍령(135) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 99.2 74.7 62.4 54.5 44.5 38.3 34.1 30.9 24.8 21.2

3 111.7 83.3 69.9 61.2 50.2 43.3 38.5 35 28.1 24

5 125.4 93.3 78.1 68.5 56.4 48.9 43.6 39.6 32 27.4

10 142.7 105.5 88.6 77.9 64.3 55.8 49.8 45.4 36.6 31.4

20 159.3 117 98.6 86.9 72 62.5 55.8 50.8 41 35.2

30 168.9 123.7 104.3 92.1 76.4 66.4 59.4 54 43.6 37.4

50 180.8 132.2 111.5 98.5 81.8 71.2 63.7 58 46.9 40.2

70 188.6 137.7 116.2 102.7 85.4 74.4 66.5 60.6 49 42.1

80 191.7 139.9 118.1 104.4 86.9 75.6 67.7 61.6 49.8 42.8

100 197 143.4 121.3 107.2 89.2 77.7 69.5 63.3 51.2 44

200 213 154.9 130.9 115.8 96.5 84.1 75.3 68.7 55.6 47.7

300 222.3 161.4 136.6 120.9 100.9 88 78.7 71.8 58.1 49.9

500 234.1 169.7 143.6 127.3 106.3 92.7 83.1 75.7 61.3 52.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 17 14.5 11.6 9.2 7.7 6.7 6 4.9 3 2.2

3 19.3 16.5 13.2 10.5 8.9 7.8 7 5.8 3.5 2.5

5 22 18.8 15 12 10.2 8.9 8 6.7 4 2.8

10 25.3 21.6 17.4 13.9 11.9 10.4 9.4 7.8 4.7 3.3

20 28.3 24.3 19.6 15.8 13.5 11.8 10.6 8.9 5.3 3.7

30 30.1 25.9 20.9 16.8 14.4 12.7 11.4 9.5 5.7 4

50 32.4 27.8 22.5 18.1 15.5 13.7 12.3 10.3 6.2 4.3

70 33.9 29.1 23.5 19 16.3 14.4 12.9 10.8 6.5 4.5

80 34.5 29.6 23.9 19.4 16.6 14.7 13.2 11.1 6.6 4.5

100 35.5 30.5 24.7 19.9 17.1 15.1 13.6 11.4 6.8 4.7

200 38.5 33.1 26.8 21.7 18.6 16.5 14.9 12.5 7.5 5.1

300 40.2 34.6 28 22.7 19.5 17.3 15.5 13 7.8 5.3

500 42.5 36.5 29.6 24 20.6 18.3 16.5 13.8 8.3 5.6

도로 배수시설 설계 및 관리 지침 부록 - 19

<표1-17> 안동(136) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 108.2 80.5 65.7 56.4 45.1 38.4 33.8 30.5 24.3 20.7

3 121.9 90.7 75.3 65.3 52.7 44.9 39.4 35.4 27.8 23.3

5 137.4 101.6 86.1 75.5 61.4 52.2 45.7 40.8 31.5 26.2

10 156.8 115.8 99.5 88.1 72.2 61.3 53.5 47.6 36.3 29.8

20 175.3 129.4 112.4 100.3 82.5 70.1 61 54.1 40.9 33.3

30 186 137 119.8 107.3 88.6 75.2 65.4 57.9 43.5 35.3

50 199.3 147.2 129.1 115.9 95.9 81.5 70.8 62.7 46.8 37.8

70 208 153.4 135.1 121.6 100.8 85.7 74.4 65.7 49 39.5

80 211.6 155.6 137.6 124 102.9 87.4 75.8 66.9 49.7 40

100 217.4 160 141.6 127.8 106.1 90.1 78.1 68.9 51.2 41.1

200 235.4 173 154 139.4 116.1 98.7 85.5 75.3 55.6 44.5

300 245.9 180.5 161.3 146.4 122.1 103.7 89.7 78.9 58.1 46.3

500 259 190.3 170.4 154.9 129.4 109.9 95.1 83.6 61.4 48.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16.4 14 11 8.6 7.1 6.1 5.3 4.3 2.6 1.9

3 18.2 15.3 12 9.3 7.7 6.7 5.9 4.8 2.9 2.1

5 20.2 16.8 13.1 10.2 8.5 7.4 6.5 5.4 3.2 2.4

10 22.6 18.7 14.4 11.2 9.4 8.2 7.3 6.1 3.8 2.8

20 25 20.5 15.8 12.2 10.3 9 8 6.7 4.2 3.1

30 26.3 21.6 16.5 12.8 10.8 9.4 8.5 7.1 4.4 3.3

50 28 22.8 17.4 13.5 11.4 10 9 7.6 4.8 3.5

70 29.2 23.7 18 14 11.8 10.4 9.4 7.9 5 3.7

80 29.5 24 18.3 14.2 12 10.6 9.5 8 5.1 3.7

100 30.2 24.6 18.7 14.5 12.3 10.8 9.8 8.3 5.3 3.8

200 32.5 26.3 19.9 15.5 13.1 11.6 10.5 8.9 5.7 4.1

300 33.8 27.3 20.7 16.1 13.6 12 10.9 9.3 5.9 4.3

500 35.5 28.6 21.6 16.8 14.3 12.6 11.4 9.8 6.3 4.5

부록 - 20

<표1-18> 포항(138) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 106.8 75.1 60.5 51.8 41.8 35.9 32 29.2 23.8 20.7

3 124.9 88 71.6 61.7 49.9 42.9 38.2 34.8 28.3 24.5

5 145.3 102.8 84.1 72.7 58.9 50.7 45.1 41 33.3 28.8

10 170.6 121.2 99.8 86.6 70.3 60.5 53.7 48.8 39.5 34.1

20 194.6 138.8 114.9 99.9 81.2 69.8 62 56.3 45.5 39.3

30 209 149 123.5 107.5 87.5 75.2 66.8 60.6 49 42.3

50 225.8 161.5 134.3 117.1 95.4 82 72.8 66 53.3 46

70 237.9 169.9 141.4 123.3 100.5 86.4 76.7 69.6 56.1 48.4

80 241.4 173 144.2 125.8 102.6 88.2 78.3 71 57.3 49.4

100 249.9 178.6 148.8 129.9 106 91.1 80.9 73.3 59.1 51

200 272.7 195.4 163.3 142.7 116.5 100.2 88.9 80.6 64.9 56

300 287.1 205.5 171.8 150.2 122.7 105.5 93.6 84.8 68.3 58.9

500 303.9 218.1 182.5 159.7 130.5 112.1 99.5 90.1 72.6 62.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16.9 14.6 11.8 9.5 8 6.9 6.1 5 3 2.1

3 20 17.4 14.1 11.4 9.6 8.4 7.5 6.1 3.6 2.5

5 23.5 20.4 16.7 13.5 11.5 10 8.9 7.3 4.2 3

10 27.9 24.3 19.9 16.1 13.8 12.1 10.7 8.8 5.1 3.6

20 32.2 28 23 18.7 16 14 12.5 10.3 5.9 4.2

30 34.6 30.1 24.7 20.2 17.3 15.1 13.5 11.1 6.4 4.5

50 37.6 32.7 26.9 22 18.9 16.6 14.8 12.2 7 4.9

70 39.6 34.5 28.4 23.2 19.9 17.5 15.6 12.8 7.4 5.1

80 40.4 35.2 29 23.7 20.3 17.9 15.9 13.1 7.5 5.3

100 41.7 36.3 29.9 24.5 21 18.5 16.5 13.6 7.8 5.4

200 45.8 39.9 32.9 27 23.1 20.4 18.2 15 8.6 6

300 48.1 42 34.6 28.4 24.4 21.5 19.2 15.8 9 6.3

500 51.1 44.6 36.8 30.2 26 22.9 20.4 16.8 9.6 6.7

도로 배수시설 설계 및 관리 지침 부록 - 21

<표1-19> 군산(140) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 123.7 89.6 74.8 65.9 55 48.2 43.4 39.8 32.4 27.8

3 136.5 99.1 82.9 73.2 61.4 54.1 48.9 45 37 32

5 150.7 110.2 91.9 81.1 68.3 60.5 55.1 50.9 42.4 36.8

10 168.5 123.8 103.2 91.2 77.1 68.7 62.8 58.3 49 42.8

20 185.6 137.1 114 100.8 85.5 76.5 70.2 65.4 55.3 48.6

30 195.4 144.8 120.2 106.2 90.3 81 74.5 69.5 59 52

50 207.7 154.4 128 113 96.3 86.5 79.8 74.6 63.6 56.1

70 215.8 160.3 133.1 117.7 100.4 90.3 83.3 77.9 66.5 58.7

80 219 163 135.2 119.4 101.9 91.7 84.6 79.2 67.7 59.9

100 224.3 166.9 138.6 122.5 104.6 94.2 87 81.4 69.7 61.7

200 240.9 179.7 149 131.8 112.7 101.7 94.1 88.3 75.8 67.2

300 250.5 187.3 155.1 137.1 117.4 106.1 98.3 92.3 79.5 70.6

500 262.7 196.5 162.8 144.1 123.4 111.7 103.5 97.3 83.9 74.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 22.1 18.6 14.3 10.9 8.9 7.5 6.6 5.3 3 2.2

3 25.7 21.7 16.8 12.8 10.4 8.8 7.6 6.1 3.6 2.7

5 29.7 25.2 19.5 14.8 12 10.2 8.9 7.1 4.2 3.2

10 34.7 29.5 22.9 17.4 14.1 12 10.4 8.4 5 3.8

20 39.6 33.7 26.2 19.9 16.1 13.7 11.9 9.6 5.8 4.4

30 42.4 36.1 28.1 21.3 17.3 14.7 12.8 10.4 6.3 4.7

50 45.9 39.1 30.4 23 18.7 15.9 13.9 11.3 6.9 5.1

70 48.2 41.1 31.9 24.2 19.7 16.7 14.6 11.8 7.2 5.4

80 49.1 41.9 32.6 24.7 20 17 14.9 12.1 7.4 5.5

100 50.6 43.2 33.6 25.5 20.7 17.5 15.3 12.4 7.6 5.7

200 55.3 47.2 36.7 27.8 22.6 19.2 16.8 13.6 8.4 6.3

300 58.1 49.6 38.5 29.2 23.7 20.1 17.6 14.3 8.9 6.6

부록 - 22

<표1-20> 대구(143) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 106.5 77.8 65.4 57.6 47.8 41.4 36.9 33.4 26.5 22.2

3 122.1 88.6 74.9 66.4 55.5 48.3 43.1 39.1 31.1 26.1

5 139.6 100.4 85.6 76.4 64.2 56.1 50.1 45.5 36.1 30.3

10 161.6 115.3 99.1 88.9 75.2 65.8 58.9 53.5 42.4 35.6

20 182.5 129.8 111.9 100.7 85.6 75.2 67.3 61.2 48.6 40.8

30 194.8 137.9 119.3 107.6 91.7 80.6 72.2 65.6 52.1 43.7

50 209.9 148.3 128.5 116.2 99.2 87.3 78.2 71.1 56.4 47.4

70 219.7 155.1 134.6 121.8 104.1 91.6 82.2 74.7 59.4 49.8

80 223.7 157.7 137 124 106 93.4 83.7 76.1 60.5 50.7

100 230.3 162.1 141 127.8 109.4 96.3 86.4 78.5 62.4 52.3

200 250.5 176.3 153.4 139.1 119.3 105.2 94.5 86 68.3 57.3

300 262.5 184.2 160.7 145.9 125.3 110.6 99.2 90.3 71.7 60.1

500 277.4 194.5 169.8 154.4 132.7 117.2 105.2 95.7 76.1 63.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 17.2 14.3 10.9 8.4 6.9 6 5.3 4.4 2.7 2

3 20.2 16.7 12.8 9.8 8.1 7 6.2 5.2 3.2 2.3

5 23.4 19.4 14.9 11.4 9.4 8.2 7.3 6 3.7 2.7

10 27.5 22.8 17.5 13.4 11.1 9.6 8.5 7.1 4.4 3.3

20 31.5 26.1 20 15.3 12.7 11 9.8 8.2 5.1 3.8

30 33.7 28 21.5 16.5 13.7 11.9 10.6 8.8 5.4 4

50 36.6 30.3 23.3 17.9 14.8 12.9 11.4 9.5 5.9 4.4

70 38.5 31.9 24.4 18.8 15.6 13.5 12 10 6.2 4.6

80 39.2 32.5 24.9 19.1 15.9 13.8 12.2 10.2 6.3 4.7

100 40.4 33.5 25.7 19.7 16.4 14.2 12.6 10.5 6.5 4.9

200 44.2 36.6 28.1 21.6 17.9 15.6 13.9 11.5 7.2 5.3

300 46.4 38.5 29.5 22.7 18.9 16.4 14.5 12.1 7.5 5.6

500 49.3 40.8 31.3 24.1 20 17.3 15.4 12.8 8 6

도로 배수시설 설계 및 관리 지침 부록 - 23

<표1-21> 전주(146) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 145.3 102.1 84.9 74.2 60.8 52.3 46.3 41.7 32.9 27.7

3 169 113.7 95.5 84.5 70.3 61 54.3 49.1 38.9 32.7

5 195.5 126.4 107.5 96.1 81 70.7 63.1 57.2 45.4 38.2

10 228.6 142.8 122.3 110.4 94.3 82.9 74.3 67.6 53.8 45.3

20 260.3 158.4 136.6 124.2 107.1 94.7 85.1 77.4 61.8 52.1

30 278.6 167.3 144.9 132.3 114.5 101.4 91.2 83.1 66.3 55.9

50 301.4 178.5 155.1 142.1 123.7 109.9 99 90.2 72 60.7

70 316.4 185.9 161.8 148.6 129.7 115.4 104 94.9 75.8 63.9

80 322.3 188.7 164.6 151.3 132.2 117.6 106.1 96.7 77.3 65.2

100 332.1 193.7 169 155.5 136.1 121.2 109.4 99.8 79.8 67.3

200 362.7 209 182.8 168.8 148.4 132.5 119.8 109.4 87.5 73.8

300 380.7 217.5 190.9 176.7 155.7 139.2 125.9 115 92 77.6

500 403.3 228.6 201 186.4 164.7 147.5 133.5 122 97.7 82.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.5 17.9 13.8 10.5 8.6 7.3 6.4 5.2 3.1 2.3

3 25.4 21.2 16.3 12.5 10.3 8.8 7.7 6.3 3.7 2.7

5 29.8 24.9 19.3 14.8 12.2 10.4 9.1 7.3 4.3 3.2

10 35.3 29.5 22.9 17.6 14.6 12.5 11 8.8 5.1 3.8

20 40.6 34 26.4 20.4 16.8 14.4 12.7 10.2 5.9 4.4

30 43.6 36.5 28.4 22 18.1 15.6 13.6 11 6.3 4.7

50 47.4 39.7 30.9 23.9 19.8 17 14.9 12 6.9 5.1

70 49.9 41.8 32.5 25.2 20.9 17.9 15.7 12.7 7.3 5.4

80 50.9 42.7 33.2 25.7 21.3 18.3 16 12.9 7.4 5.5

100 52.6 44 34.3 26.5 22 18.9 16.6 13.3 7.7 5.7

200 57.7 48.3 37.6 29.2 24.2 20.8 18.2 14.7 8.4 6.3

300 60.7 50.9 39.6 30.7 25.5 21.9 19.2 15.4 8.9 6.7

500 64.4 54 42.1 32.7 27.1 23.3 20.4 16.5 9.4 7.1

부록 - 24

<표1-22> 울산(152) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 109.3 78.9 65.3 57.1 47.3 41.4 37.3 34.3 28.4 24.8

3 128.4 90 75.4 66.6 55.9 49.2 44.5 41 34 29.7

5 149.6 102.7 86.5 77 65.3 57.8 52.5 48.5 40.3 35.2

10 176.3 118.5 100.6 90.2 77.2 68.7 62.6 57.8 48.2 42.1

20 201.9 133.8 114.1 102.8 88.6 79.2 72.3 66.9 55.8 48.8

30 216.7 142.5 121.8 110.1 95.1 85.2 77.8 72 60.1 52.6

50 235 153.6 131.5 119 103.2 92.6 84.7 78.5 65.7 57.4

70 247.2 160.7 137.8 125 108.6 97.6 89.3 82.8 69.2 60.5

80 251.9 163.7 140.4 127.3 110.7 99.5 91.1 84.4 70.6 61.8

100 259.8 168.5 144.6 131.2 114.2 102.7 94.1 87.3 73 63.9

200 284.6 183.2 157.6 143.5 125.3 112.8 103.4 95.9 80.3 70.3

300 299.1 191.7 165.2 150.6 131.7 118.7 108.9 101 84.5 74

500 317.2 202.7 174.8 159.5 139.7 126.1 115.7 107.5 90 78.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.4 17.7 14.3 11.3 9.5 8.2 7.2 5.9 3.4 2.4

3 24.5 21.2 17.2 13.6 11.4 9.9 8.7 7 4 2.9

5 29 25.1 20.3 16.1 13.6 11.7 10.4 8.4 4.8 3.4

10 34.7 30 24.3 19.4 16.3 14.1 12.4 10.1 5.7 4.1

20 40.1 34.7 28.1 22.4 18.8 16.3 14.4 11.7 6.6 4.7

30 43.2 37.4 30.3 24.2 20.3 17.6 15.6 12.6 7.2 5.1

50 47.2 40.8 33 26.3 22.2 19.2 17 13.8 7.9 5.5

70 49.7 43.1 34.9 27.8 23.4 20.3 18 14.6 8.3 5.8

80 50.8 43.9 35.6 28.4 23.9 20.7 18.4 14.9 8.5 5.9

100 52.5 45.4 36.7 29.3 24.7 21.4 19 15.4 8.8 6.1

200 57.7 50 40.5 32.3 27.2 23.6 20.9 17 9.6 6.7

300 60.8 52.6 42.6 34 28.7 24.9 22 17.9 10.1 7.1

500 64.7 56 45.3 36.2 30.5 26.5 23.4 19 10.8 7.5

도로 배수시설 설계 및 관리 지침 부록 - 25

<표1-23> 창원(155) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 103.6 89.2 76.4 67.6 56.4 49.5 44.7 41.1 34.1 29.7

3 123.2 101.9 87.3 77.4 65 57.3 51.8 47.8 39.7 34.7

5 145 116.2 99.4 88.4 74.6 65.9 59.8 55.2 46 40.2

10 172.3 134.4 114.7 102.2 86.5 76.7 69.7 64.4 53.8 47.1

20 198.5 151.5 129.4 115.4 98.1 87.1 79.3 73.4 61.4 53.8

30 213.6 161.3 137.8 123.1 104.7 93.1 84.8 78.5 65.7 57.6

50 232.5 173.7 148.3 132.7 113 100.6 91.7 84.9 71.1 62.3

70 244.9 181.7 155.2 138.9 118.4 105.5 96.2 89.1 74.7 65.5

80 249.8 184.9 158 141.4 120.7 107.4 98 90.7 76 66.7

100 258 190.3 162.6 145.6 124.2 110.7 100.9 93.5 78.4 68.7

200 283.4 207.1 176.8 158.3 135.3 120.7 110.2 102.1 85.7 75.2

300 298.2 216.8 185 165.8 141.8 126.6 115.6 107.2 90 79

500 316.8 229 195.4 175.2 150 134 122.4 113.5 95.3 83.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.3 20.9 16.6 12.9 10.7 9.2 8 6.5 3.8 2.8

3 28.4 24.4 19.5 15.2 12.6 10.8 9.4 7.6 4.4 3.2

5 32.9 28.4 22.6 17.6 14.6 12.5 10.9 8.8 5.1 3.7

10 38.7 33.3 26.6 20.7 17.1 14.6 12.8 10.3 5.9 4.3

20 44.2 38.1 30.4 23.7 19.6 16.8 14.7 11.8 6.7 4.8

30 47.3 40.8 32.6 25.4 21 18 15.7 12.6 7.2 5.2

50 51.2 44.2 35.3 27.6 22.8 19.5 17.1 13.7 7.8 5.6

70 53.9 46.5 37.1 29 24 20.5 17.9 14.3 8.2 5.9

80 54.9 47.4 37.9 29.6 24.4 20.9 18.2 14.6 8.3 6

100 56.6 48.8 39 30.5 25.2 21.5 18.8 15.1 8.6 6.2

200 61.9 53.4 42.7 33.4 27.6 23.5 20.6 16.5 9.3 6.7

300 65 56.1 44.8 35 29 24.8 21.6 17.3 9.8 7.1

500 68.9 59.5 47.5 37.1 30.7 26.2 22.9 18.4 10.4 7.5

부록 - 26

<표1-24> 광주(156) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 131.8 93.8 78.5 69 56.8 49.1 43.7 39.6 31.6 26.8

3 149.8 103.9 87.9 78 65.1 56.7 50.6 45.9 36.7 31.1

5 168.9 114.9 98.3 88.1 74.3 65.1 58.2 52.9 42.4 35.9

10 194.1 128.8 111.3 100.6 85.9 75.6 67.9 61.8 49.5 42

20 218 142.2 123.8 112.7 97.1 85.8 77.2 70.3 56.4 47.8

30 231.1 150.1 131.1 119.7 103.4 91.6 82.5 75.2 60.3 51.1

50 247.9 159.7 140 128.3 111.4 98.9 89.1 81.3 65.3 55.3

70 259.9 166.4 146.1 134.1 116.7 103.7 93.5 85.3 68.5 58

80 263.5 168.6 148.3 136.3 118.7 105.5 95.2 86.9 69.8 59.1

100 270.6 172.9 152.3 140.1 122.2 108.7 98.1 89.5 71.9 61

200 294.5 185.8 164.3 151.7 132.9 118.5 107 97.8 78.6 66.6

300 307.7 193.5 171.4 158.5 139.1 124.2 112.2 102.6 82.4 69.8

500 324.5 203.2 180.3 167.1 147.1 131.4 118.8 108.6 87.3 74

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.1 17.8 13.9 10.7 8.8 7.6 6.7 5.4 3.2 2.3

3 24.5 20.7 16.2 12.5 10.4 8.9 7.8 6.3 3.7 2.7

5 28.3 23.9 18.7 14.5 12.1 10.4 9.1 7.4 4.3 3.2

10 33.1 27.9 21.9 17 14.2 12.2 10.8 8.7 5.1 3.8

20 37.7 31.8 24.9 19.5 16.2 14 12.3 10 5.9 4.4

30 40.3 34 26.7 20.9 17.4 15 13.2 10.8 6.3 4.7

50 43.6 36.8 28.9 22.6 18.8 16.3 14.4 11.7 6.8 5.1

70 45.7 38.6 30.3 23.7 19.8 17.1 15.1 12.3 7.2 5.3

80 46.6 39.3 30.9 24.2 20.2 17.4 15.4 12.5 7.3 5.4

100 48 40.5 31.8 24.9 20.8 18 15.9 12.9 7.6 5.6

200 52.4 44.2 34.8 27.3 22.8 19.7 17.4 14.1 8.3 6.2

300 55 46.4 36.5 28.6 23.9 20.7 18.3 14.9 8.7 6.5

500 58.3 49.1 38.7 30.3 25.4 21.9 19.4 15.8 9.2 6.9

도로 배수시설 설계 및 관리 지침 부록 - 27

<표1-25> 부산(159) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 126.7 89.7 76.5 68.5 58.3 51.6 46.8 43 35.4 30.5

3 147.1 102.3 88.1 79.7 68.6 61.2 55.6 51.3 42.2 36.4

5 169.6 116.3 101.1 92.2 80.2 71.9 65.5 60.4 49.8 42.9

10 198 134.3 117.4 107.6 94.5 85.2 77.9 72.1 59.5 51.2

20 225.2 151.1 133 122.7 108.5 98.1 89.8 83.1 68.6 59.1

30 240.9 160.9 142.1 131.3 116.5 105.5 96.7 89.5 73.9 63.6

50 260.5 173.1 153.3 142.1 126.5 114.7 105.2 97.4 80.5 69.3

70 273.2 181.3 160.6 149.1 132.9 120.7 110.9 102.7 84.8 73

80 278.4 184.4 163.6 151.9 135.6 123.1 113.1 104.7 86.5 74.5

100 286.9 189.6 168.4 156.6 139.9 127.2 116.8 108.2 89.4 76.9

200 313.2 206.2 183.5 171 153.3 139.5 128.3 118.9 98.3 84.6

300 328.6 215.7 192.4 179.5 161.2 146.8 135 125.2 103.5 89

500 347.9 227.8 203.4 190.1 171 155.9 143.5 133 110 94.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.5 20.8 16.3 12.6 10.4 8.9 7.8 6.3 3.6 2.6

3 29.2 24.8 19.4 15 12.4 10.6 9.3 7.5 4.3 3.1

5 34.4 29.1 22.8 17.7 14.6 12.5 11 8.9 5.1 3.7

10 40.9 34.6 27 20.9 17.3 14.9 13.1 10.6 6.2 4.4

20 47.2 39.9 31.2 24.1 19.9 17.1 15 12.2 7.1 5.1

30 50.7 42.9 33.5 25.9 21.5 18.4 16.2 13.2 7.7 5.5

50 55.2 46.7 36.5 28.2 23.3 20.1 17.7 14.3 8.3 6

70 58.2 49.1 38.4 29.7 24.6 21.1 18.6 15.1 8.8 6.3

80 59.4 50.1 39.2 30.3 25.1 21.6 19 15.4 8.9 6.4

100 61.3 51.8 40.5 31.3 25.9 22.3 19.6 15.9 9.2 6.6

200 67.4 56.9 44.4 34.3 28.4 24.5 21.5 17.5 10.2 7.3

300 70.9 59.8 46.7 36.2 30 25.8 22.7 18.4 10.7 7.7

500 75.3 63.6 49.6 38.4 31.8 27.3 24.1 19.6 11.4 8.2

부록 - 28

<표1-26> 통영(162) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 114.4 80.5 67.4 59.6 50.1 44.2 40.1 37 30.9 27.1

3 130.4 91 77.6 69.5 59.3 52.6 47.8 44.1 36.7 32.1

5 148.2 102.6 88.9 80.5 69.5 61.9 56.3 52 43.1 37.6

10 170.6 117.4 103.1 94.4 82.2 73.6 67.1 61.9 51.3 44.6

20 192 131.6 116.7 107.6 94.5 84.9 77.5 71.5 59.1 51.3

30 204.4 139.7 124.5 115.2 101.6 91.4 83.4 77 63.6 55.1

50 219.7 150 134.3 124.7 110.4 99.5 90.9 83.9 69.2 59.9

70 229.8 156.8 140.7 130.9 116.2 104.8 95.8 88.4 73 63.1

80 233.8 159.3 143.2 133.4 118.5 106.9 97.7 90.2 74.4 64.3

100 240.5 163.7 147.5 137.5 122.4 110.5 100.9 93.2 76.8 66.4

200 261.2 177.4 160.5 150.2 134.1 121.3 110.9 102.4 84.4 72.9

300 273.3 185.5 168.2 157.7 141 127.7 116.8 107.9 88.9 76.7

500 288.5 195.6 177.9 167 149.8 135.7 124.1 114.7 94.4 81.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 22.4 19.5 15.8 12.5 10.5 9 7.9 6.3 3.5 2.5

3 26.4 22.9 18.5 14.7 12.3 10.6 9.3 7.5 4.2 3

5 30.8 26.7 21.6 17.1 14.4 12.4 10.9 8.8 5 3.6

10 36.4 31.4 25.4 20.2 16.9 14.7 12.9 10.5 6 4.3

20 41.7 35.9 29 23.1 19.4 16.8 14.8 12 6.9 5

30 44.8 38.6 31.1 24.8 20.8 18 15.9 12.9 7.4 5.4

50 48.7 41.9 33.7 26.9 22.6 19.6 17.3 14.1 8 5.9

70 51.2 44 35.4 28.2 23.8 20.6 18.2 14.8 8.5 6.2

80 52.1 44.8 36.1 28.8 24.3 21 18.6 15.1 8.7 6.4

100 53.8 46.3 37.2 29.7 25 21.7 19.2 15.6 9 6.6

200 59 50.7 40.8 32.5 27.4 23.8 21.1 17.1 9.9 7.2

300 62 53.2 42.8 34.1 28.8 25 22.1 18 10.4 7.6

500 65.8 56.5 45.4 36.2 30.6 26.6 23.5 19.2 11.1 8.1

도로 배수시설 설계 및 관리 지침 부록 - 29

<표1-27> 목포(165) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 107.5 79.6 67.4 59.5 49.4 42.9 38.3 34.8 27.9 23.8

3 118.4 89.1 76 67.4 56 48.6 43.3 39.3 31.6 26.9

5 130.7 99.7 85.5 76 63.2 54.9 49 44.5 35.7 30.5

10 146.1 112.8 97.6 87 72.5 62.9 56.1 50.9 40.8 34.8

20 160.7 125.6 109.1 97.4 81.3 70.6 62.9 57 45.7 39

30 169.1 133.2 115.7 103.3 86.3 74.9 66.8 60.6 48.6 41.5

50 179.7 142.4 124 110.8 92.6 80.4 71.7 65.1 52.2 44.6

70 186.7 148.3 129.4 115.8 96.8 84.1 74.9 68 54.5 46.5

80 189.4 150.7 131.6 117.8 98.4 85.5 76.1 69.1 55.4 47.3

100 194 154.5 135.2 121.1 101.3 87.9 78.3 71 56.9 48.6

200 208.2 166.9 146.3 131.2 109.7 95.3 84.8 77 61.7 52.7

300 216.5 174.2 152.8 137.1 114.7 99.6 88.7 80.4 64.5 55.1

500 226.9 183.3 161 144.4 120.9 105 93.5 84.8 68 58.2

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 18.9 16 12.6 9.7 8.1 6.9 6.1 4.9 2.8 2

3 21.5 18.2 14.4 11.2 9.3 8 7 5.7 3.3 2.4

5 24.3 20.7 16.4 12.8 10.7 9.2 8.2 6.6 3.9 2.8

10 27.8 23.8 18.9 15 12.5 10.8 9.5 7.8 4.6 3.4

20 31.3 26.7 21.4 16.9 14.2 12.3 10.9 8.9 5.2 3.9

30 33.2 28.4 22.7 18 15.2 13.2 11.7 9.5 5.7 4.2

50 35.8 30.6 24.5 19.4 16.4 14.2 12.6 10.3 6.2 4.6

70 37.3 31.9 25.6 20.4 17.2 14.9 13.3 10.9 6.5 4.8

80 38 32.5 26.1 20.8 17.5 15.2 13.5 11 6.6 4.9

100 39 33.4 26.9 21.4 18 15.7 13.9 11.4 6.8 5.1

200 42.3 36.3 29.2 23.3 19.7 17.1 15.2 12.5 7.5 5.6

300 44.3 38 30.6 24.4 20.6 18 15.9 13.1 7.8 5.9

500 46.7 40.1 32.3 25.9 21.8 19 16.9 13.9 8.3 6.3

부록 - 30

<표1-28> 여수(168) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 118.5 84.9 71.7 63.3 52.6 45.8 41 37.4 30.4 26.2

3 135.4 94.2 79.9 71.1 59.8 52.5 47.2 43.2 35.3 30.5

5 154.3 104.5 89.2 79.9 67.8 59.8 54 49.6 40.6 35.2

10 177.9 117.8 100.7 90.7 77.7 69.1 62.7 57.7 47.5 41.1

20 200.6 130.2 111.8 101.2 87.4 78 70.9 65.4 54 46.8

30 213.6 137.6 118.1 107.1 92.8 83 75.7 69.8 57.8 50.1

50 229.9 146.8 126.1 114.6 99.7 89.4 81.6 75.4 62.5 54.3

70 240.7 152.4 131.4 119.7 104.3 93.6 85.5 79 65.5 56.8

80 244.8 154.9 133.4 121.6 106.1 95.3 87.1 80.5 66.8 58

100 251.9 158.9 136.9 124.8 109 98 89.6 82.9 68.8 59.7

200 273.8 171 147.6 134.9 118.2 106.6 97.6 90.4 75.1 65.3

300 286.7 178.1 153.9 140.8 123.7 111.6 102.3 94.7 78.7 68.4

500 302.8 187.1 161.7 148.2 130.5 117.9 108.1 100.3 83.5 72.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.3 18.3 14.7 11.6 9.7 8.4 7.4 5.9 3.3 2.4

3 24.7 21.2 17.1 13.5 11.3 9.7 8.6 6.9 3.9 2.8

5 28.6 24.6 19.7 15.6 13 11.2 9.9 8 4.5 3.3

10 33.4 28.7 23 18.2 15.2 13.1 11.6 9.4 5.4 3.9

20 38 32.6 26.2 20.7 17.3 15 13.2 10.7 6.1 4.4

30 40.7 34.9 28 22.1 18.5 16 14.1 11.5 6.6 4.7

50 44.1 37.8 30.3 23.9 20 17.3 15.3 12.4 7.2 5.1

70 46.2 39.7 31.8 25.2 21.1 18.2 16.1 13.1 7.5 5.4

80 47.1 40.4 32.3 25.6 21.4 18.5 16.4 13.3 7.7 5.5

100 48.5 41.6 33.3 26.3 22.1 19.1 16.9 13.7 7.9 5.6

200 53 45.5 36.4 28.8 24.1 20.9 18.4 15 8.7 6.2

300 55.6 47.7 38.2 30.2 25.3 21.9 19.4 15.7 9.1 6.5

500 58.9 50.6 40.4 32 26.8 23.2 20.5 16.7 9.7 6.9

도로 배수시설 설계 및 관리 지침 부록 - 31

<표1-29> 완도(170) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 135.9 99.5 83.6 73.6 61.1 53.2 47.7 43.6 35.7 30.9

3 156.2 114.1 95 83.3 69 60.3 54.3 49.9 41.4 36.2

5 178.7 130.7 107.7 93.9 77.7 68.2 61.8 57 47.9 42.3

10 207.2 151.3 123.6 107.4 88.8 78.2 71.1 65.9 55.9 49.8

20 234.4 171.2 138.9 120.2 99.3 87.7 80 74.4 63.6 57

30 250.1 182.5 147.7 127.7 105.5 93.2 85.1 79.3 68.1 61.1

50 269.7 196.7 158.7 136.9 113.1 100 91.5 85.4 73.6 66.3

70 282.6 206.1 165.9 143 118.1 104.5 95.7 89.4 77.3 69.7

80 287.6 209.8 168.8 145.5 120.1 106.3 97.4 90.9 78.7 71

100 296.2 215.9 173.5 149.5 123.4 109.3 100.1 93.6 81.1 73.3

200 322.4 235.1 188.3 161.9 133.7 118.5 108.8 101.8 88.6 80.3

300 337.8 246.3 196.8 169.2 139.6 123.9 113.8 106.6 92.9 84.3

500 357.2 260.4 207.7 178.4 147.2 130.6 120.1 112.6 98.4 89.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 25.2 21.8 17.6 14 11.7 10.2 9 7.3 4.1 2.9

3 30 26.1 21.3 17 14.3 12.4 10.9 8.8 5 3.6

5 35.3 30.9 25.3 20.3 17.1 14.9 13.1 10.7 6.1 4.3

10 42 37.1 30.5 24.6 20.7 17.9 15.9 12.9 7.4 5.3

20 48.5 42.9 35.5 28.6 24.1 20.9 18.5 15.1 8.7 6.2

30 52.2 46.3 38.3 30.9 26.1 22.6 20 16.3 9.5 6.7

50 56.8 50.4 41.9 33.8 28.5 24.8 21.9 17.9 10.4 7.3

70 59.9 53.2 44.2 35.7 30.1 26.2 23.2 18.9 11 7.7

80 61.1 54.3 45.1 36.5 30.8 26.7 23.7 19.3 11.2 7.9

100 63.1 56.1 46.7 37.7 31.9 27.7 24.5 20 11.6 8.2

200 69.3 61.8 51.5 41.6 35.2 30.6 27.1 22.1 12.9 9.1

300 72.9 65.1 54.2 43.9 37.1 32.2 28.6 23.3 13.6 9.6

500 77.5 69.2 57.7 46.7 39.5 34.3 30.4 24.9 14.5 10.2

부록 - 32

<표1-30> 제주(184) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 121.1 87.3 72.8 63.9 53.2 46.6 42.1 38.7 32.1 28.1

3 142.7 101.1 83.9 73.7 61.6 54.2 49.1 45.3 37.8 33.1

5 166.7 116.4 96.4 84.7 71 62.7 56.9 52.6 44 38.7

10 197.1 135.4 112 98.6 82.8 73.3 66.7 61.7 51.8 45.6

20 226.1 153.6 127 111.9 94.2 83.5 76.1 70.5 59.3 52.3

30 242.8 164.2 135.6 119.5 100.7 89.4 81.5 75.6 63.7 56.2

50 263.7 177.3 146.4 129.1 108.9 96.7 88.2 81.9 69.1 61

70 277.5 185.7 153.5 135.4 114.3 101.5 92.7 86 72.5 64.1

80 282.8 189.3 156.3 137.8 116.4 103.4 94.4 87.6 73.9 65.3

100 291.9 195 161 142 119.9 106.6 97.3 90.3 76.3 67.4

200 320 212.6 175.5 154.8 130.9 116.5 106.4 98.8 83.6 73.9

300 336.4 222.9 183.9 162.3 137.3 122.3 111.7 103.8 87.8 77.7

500 357.1 235.8 194.6 171.8 145.4 129.5 118.4 110 93.1 82.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.1 20 16.2 12.8 10.6 9.2 8 6.5 3.7 2.7

3 27.3 23.7 19.2 15.2 12.7 10.9 9.6 7.8 4.5 3.2

5 32 27.8 22.5 17.8 14.9 12.9 11.4 9.2 5.3 3.7

10 37.9 33 26.7 21.3 17.8 15.4 13.6 11 6.3 4.4

20 43.5 37.9 30.8 24.5 20.6 17.8 15.7 12.8 7.3 5.1

30 46.7 40.7 33.1 26.4 22.2 19.2 17 13.8 7.9 5.5

50 50.8 44.3 36 28.7 24.1 20.9 18.5 15 8.6 6

70 53.4 46.6 38 30.3 25.5 22.1 19.5 15.8 9 6.3

80 54.4 47.5 38.7 30.9 26 22.5 19.9 16.2 9.2 6.4

100 56.2 49.1 40 31.9 26.8 23.3 20.6 16.7 9.5 6.6

200 61.6 53.8 43.8 35.1 29.5 25.6 22.6 18.4 10.5 7.3

300 64.8 56.6 46.1 36.9 31.1 26.9 23.8 19.4 11 7.6

500 68.8 60.1 49 39.2 33 28.6 25.3 20.6 11.7 8.1

도로 배수시설 설계 및 관리 지침 부록 - 33

<표1-31> 고산(185) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 93.3 85.8 72.7 63.2 51.3 44.1 39.2 35.6 28.7 24.5

3 104.7 95.3 80.8 70.4 57.4 49.4 44.1 40.1 32.5 28

5 117.5 105.9 89.8 78.4 64.1 55.4 49.5 45.2 36.9 31.9

10 133.5 119.3 101.2 88.4 72.5 62.9 56.3 51.5 42.3 36.8

20 148.8 132.4 112.1 98 80.5 70 62.9 57.7 47.6 41.5

30 157.6 139.7 118.4 103.5 85.1 74.1 66.6 61.1 50.6 44.2

50 168.7 149 126.2 110.5 90.9 79.2 71.3 65.5 54.3 47.6

70 175.8 155.3 131.3 114.9 94.6 82.6 74.4 68.4 56.8 49.8

80 178.8 157.6 133.4 116.7 96.2 83.9 75.6 69.5 57.8 50.7

100 183.4 161.8 136.7 119.6 98.6 86.1 77.7 71.5 59.5 52.2

200 198.3 174.2 147.3 128.9 106.4 93.1 84 77.4 64.5 56.7

300 206.9 181.4 153.4 134.4 111 97.1 87.7 80.8 67.5 59.4

500 217.8 190.6 161.2 141.2 116.7 102.2 92.3 85.1 71.2 62.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19.5 16.4 12.7 9.7 8 6.8 6 4.9 2.9 2.2

3 22.5 19.1 15 11.6 9.6 8.2 7.2 5.9 3.5 2.5

5 25.8 22.1 17.5 13.7 11.4 9.8 8.6 7 4.1 2.9

10 30 25.8 20.7 16.3 13.7 11.8 10.4 8.5 4.9 3.4

20 34.1 29.4 23.7 18.8 15.8 13.7 12.1 10 5.8 3.9

30 36.4 31.5 25.5 20.3 17.1 14.8 13.1 10.8 6.2 4.2

50 39.3 34.1 27.7 22.1 18.6 16.2 14.4 11.8 6.7 4.5

70 41.2 35.8 29.1 23.2 19.6 17.1 15.2 12.5 7.1 4.7

80 41.9 36.5 29.7 23.7 20.1 17.5 15.5 12.7 7.2 4.8

100 43.2 37.6 30.6 24.5 20.7 18 16.1 13.2 7.5 4.9

200 47.1 41.1 33.5 26.9 22.8 19.9 17.7 14.6 8.3 5.4

300 49.4 43.1 35.2 28.3 24 20.9 18.6 15.3 8.7 5.6

500 52.3 45.7 37.4 30.1 25.6 22.3 19.9 16.3 9.2 5.9

부록 - 34

<표1-32> 성산(188) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 150.3 116.2 99.2 88 73.6 64.2 57.4 52.3 41.9 35.4

3 178.8 133.5 114.6 102.5 86.6 75.9 68.2 62.1 49.9 42.2

5 210.5 153.3 131.8 118.4 100.7 88.9 80.1 73.2 59 50

10 250.5 177.6 153.5 138.6 118.9 105.3 95.1 87 70.2 59.5

20 288.7 201.6 174.1 157.7 136 121 109.5 100.4 81.3 68.9

30 310.8 215.2 186.1 168.8 145.9 130 117.8 108.1 87.5 74.2

50 338.4 231.8 201.1 182.8 158.5 141.3 128.2 117.6 95.2 80.8

70 356.3 243.3 210.8 191.7 166.4 148.7 135 123.9 100.5 85.2

80 363.6 247.5 214.7 195.5 169.8 151.6 137.6 126.4 102.4 86.9

100 375.4 254.9 221.1 201.4 175.1 156.5 142.1 130.5 105.9 89.8

200 412.4 277.9 241.2 220 191.7 171.6 156 143.4 116.4 98.7

300 434.1 291.1 252.9 230.9 201.5 180.5 164.2 150.9 122.5 103.9

500 461.4 307.7 267.6 244.7 213.8 191.7 174.4 160.3 130.2 110.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 27.6 22.9 17.4 13.1 10.7 9.1 7.9 6.4 3.9 2.9

3 32.9 27.3 20.7 15.5 12.6 10.6 9.2 7.4 4.4 3.4

5 38.9 32.2 24.4 18.2 14.7 12.4 10.8 8.7 5.2 3.9

10 46.3 38.4 29 21.6 17.4 14.7 12.7 10.2 6 4.6

20 53.5 44.2 33.3 24.8 20 16.8 14.6 11.7 6.9 5.3

30 57.7 47.6 35.9 26.6 21.4 18 15.7 12.5 7.4 5.7

50 62.8 51.9 39.1 29 23.3 19.6 17 13.5 8 6.2

70 66.2 54.6 41.1 30.5 24.5 20.6 17.9 14.3 8.5 6.5

80 67.5 55.8 42 31.1 25 21 18.2 14.5 8.6 6.6

100 69.7 57.6 43.3 32.1 25.8 21.7 18.8 15 8.8 6.8

200 76.7 63.3 47.5 35.2 28.3 23.8 20.6 16.4 9.7 7.4

300 80.7 66.6 50 37 29.7 24.9 21.6 17.2 10.1 7.8

500 85.8 70.8 53.2 39.4 31.5 26.5 22.9 18.2 10.7 8.3

도로 배수시설 설계 및 관리 지침 부록 - 35

<표1-33> 서귀포(189) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 124.4 96.8 81.7 71.7 59.1 51.4 46 42.1 34.5 30

3 137.3 107.1 90.9 80.2 66.6 58 52.1 47.7 39.2 34.1

5 151.6 117.9 101.2 89.8 75 65.6 58.9 54 44.4 38.7

10 169.5 132.2 114 101.8 85.5 75 67.5 61.9 51 44.5

20 186.8 145.5 126.4 113.3 95.6 84 75.8 69.5 57.3 50

30 196.7 153.2 133.4 119.9 101.4 89.2 80.5 73.9 60.9 53.1

50 209.2 162.7 142.3 128.2 108.8 95.8 86.4 79.3 65.4 57.1

70 217.3 169.2 148.2 133.6 113.5 100 90.3 82.9 68.4 59.7

80 220.5 171.5 150.5 135.8 115.4 101.7 91.8 84.3 69.6 60.7

100 225.8 175.9 154.3 139.3 118.5 104.5 94.4 86.7 71.6 62.5

200 242.5 188.9 166.3 150.4 128.3 113.3 102.4 94 77.6 67.8

300 252.3 196.4 173.2 156.9 134 118.4 107 98.3 81.2 70.9

500 264.5 205.8 182 165.1 141.2 124.8 112.8 103.7 85.6 74.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.6 21.3 17.1 13.5 11.2 9.6 8.4 6.7 3.8 2.8

3 28 24.3 19.6 15.5 13 11.1 9.8 7.9 4.4 3.2

5 31.8 27.7 22.5 17.9 15 12.9 11.3 9.1 5.2 3.8

10 36.6 31.8 26 20.8 17.5 15.2 13.4 10.8 6.1 4.4

20 41.3 36 29.4 23.7 20 17.3 15.3 12.3 7 5.1

30 43.9 38.3 31.4 25.3 21.4 18.5 16.4 13.3 7.5 5.4

50 47.2 41.2 33.9 27.4 23.2 20.1 17.7 14.3 8.1 5.9

70 49.4 43.1 35.4 28.7 24.3 21.1 18.7 15.1 8.6 6.2

80 50.2 43.9 36.1 29.2 24.7 21.5 19 15.4 8.7 6.3

100 51.7 45.2 37.2 30.1 25.5 22.2 19.6 15.9 9 6.5

200 56.1 49.1 40.4 32.8 27.8 24.2 21.4 17.4 9.9 7.1

300 58.7 51.4 42.4 34.4 29.2 25.4 22.5 18.3 10.4 7.5

500 62 54.3 44.8 36.5 31 27 23.9 19.4 11 8

부록 - 36

<표1-34> 진주(192) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 126.7 91.1 77.6 69.1 58.2 51.1 46 42.1 34.4 29.6

3 143.6 103 87.1 77.4 65.3 57.5 52 47.8 39.3 34.1

5 162.4 116 97.8 86.8 73.2 64.7 58.7 54.1 44.8 38.9

10 185.9 132.7 111.2 98.5 83.2 73.7 67.1 62 51.7 45.2

20 208.5 148.3 124 109.8 92.8 82.4 75.1 69.6 58.3 51.1

30 221.4 157.7 131.4 116.1 98.2 87.4 79.8 74 62.2 54.6

50 237.8 168.7 140.7 124.4 105.3 93.7 85.5 79.4 66.8 58.7

70 248.3 176.4 146.7 129.6 109.7 97.7 89.4 83 70 61.6

80 252.6 179.2 149.1 131.7 111.5 99.3 90.9 84.4 71.2 62.7

100 259.6 184 153.1 135.3 114.6 102.1 93.4 86.7 73.2 64.5

200 281.5 199.2 165.6 146.3 123.9 110.5 101.1 94 79.6 70.2

300 294.2 208.4 172.8 152.5 129.2 115.3 105.7 98.3 83.4 73.6

500 310.3 219.4 181.9 160.6 136 121.5 111.4 103.7 88 77.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.9 20.4 16.2 12.7 10.6 9.1 8 6.5 3.8 2.8

3 27.6 23.6 18.7 14.6 12.1 10.4 9.2 7.4 4.4 3.2

5 31.7 27.2 21.6 16.8 13.9 11.9 10.5 8.4 5 3.7

10 36.9 31.7 25.1 19.5 16.1 13.8 12.1 9.7 5.7 4.2

20 41.9 36 28.5 22.1 18.2 15.5 13.6 11 6.4 4.8

30 44.8 38.4 30.4 23.6 19.4 16.6 14.5 11.7 6.9 5.1

50 48.3 41.6 33 25.5 21 17.9 15.6 12.5 7.4 5.6

70 50.7 43.6 34.5 26.7 21.9 18.7 16.4 13.2 7.8 5.8

80 51.6 44.4 35.2 27.2 22.3 19 16.6 13.4 7.9 5.9

100 53.1 45.7 36.3 28 23 19.6 17.1 13.8 8.1 6.1

200 58 49.9 39.6 30.6 25.1 21.3 18.6 14.9 8.8 6.7

300 60.8 52.4 41.5 32 26.2 22.3 19.5 15.6 9.3 7

500 64.3 55.4 43.9 33.9 27.7 23.6 20.6 16.5 9.8 7.4

도로 배수시설 설계 및 관리 지침 부록 - 37

<표1-35> 강화(201) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 138.6 110.4 93.9 83.2 69.8 61.5 55.7 51.3 42.5 37

3 160.8 125.2 106.4 94.7 80.2 71.3 65 60.2 50.5 44.3

5 185.6 141.9 120.3 107.3 91.7 82.2 75.4 70.3 59.6 52.6

10 216.8 162.6 137.9 123.4 106.3 95.9 88.5 82.8 70.9 62.9

20 246.7 182.3 154.7 138.9 120.3 109 101 94.8 81.6 72.7

30 263.9 193.7 164.4 147.7 128.3 116.6 108.2 101.7 87.9 78.4

50 285.4 208 176.5 158.7 138.3 126 117.2 110.3 95.7 85.5

70 299.5 217.3 184.5 166.1 145 132.2 123.1 116 100.7 90.1

80 305.1 220.8 187.6 169 147.6 134.7 125.4 118.2 102.7 91.9

100 314.5 227.2 192.8 173.7 151.9 138.8 129.3 122 106.1 95.1

200 343.4 246.3 209.1 188.6 165.4 151.4 141.4 133.6 116.6 104.6

300 360.4 257.3 218.6 197.4 173.4 158.9 148.5 140.3 122.6 110.1

500 381.6 271.4 230.5 208.3 183.2 168.2 157.4 148.9 130.3 117.2

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 30.1 25.7 20.3 15.7 12.9 11.1 9.7 7.8 4.5 3.3

3 36.4 31.2 24.7 19.1 15.7 13.4 11.7 9.4 5.5 4.1

5 43.4 37.3 29.5 22.8 18.8 16 14 11.3 6.7 4.9

10 52.1 45 35.7 27.6 22.6 19.3 16.9 13.6 8.1 6

20 60.5 52.3 41.6 32.2 26.4 22.5 19.6 15.8 9.4 7

30 65.4 56.6 45 34.8 28.5 24.3 21.2 17.1 10.1 7.6

50 71.5 61.9 49.2 38 31.2 26.5 23.2 18.7 11.1 8.3

70 75.4 65.4 52 40.2 33 28.1 24.5 19.7 11.7 8.8

80 77 66.7 53.2 41.1 33.7 28.6 25 20.1 11.9 9

100 79.6 69 54.9 42.5 34.8 29.6 25.9 20.8 12.4 9.3

200 87.8 76.2 60.6 46.8 38.4 32.7 28.5 23 13.7 10.3

300 92.5 80.3 64 49.5 40.5 34.5 30.1 24.2 14.4 10.9

500 98.6 85.6 68.2 52.7 43.2 36.7 32 25.8 15.3 11.7

부록 - 38

<표1-36> 양평(202) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 163.4 113.1 89.8 76.5 61.5 52.9 47.3 43.1 35.2 30.4

3 202.9 132.1 102.7 86.9 69.9 60.4 54.2 49.7 40.9 35.6

5 247.1 152.9 117.2 98.7 79.3 68.8 62 57 47.3 41.3

10 302.6 179.2 135.3 113.3 91 79.3 71.7 66.2 55.4 48.6

20 355.8 204.3 152.7 127.5 102.4 89.4 81 74.9 63 55.5

30 386.4 218.7 162.7 135.6 108.9 95.2 86.3 80 67.5 59.5

50 424.9 236.5 175.3 145.9 117.2 102.4 93 86.2 72.9 64.4

70 449.9 248.5 183.5 152.6 122.5 107.2 97.4 90.4 76.6 67.7

80 459.9 253 186.7 155.3 124.7 109.1 99.1 92 78 69

100 476.4 260.9 192.2 159.7 128.2 112.2 102 94.7 80.4 71.2

200 527.8 285.3 209 173.3 139.1 121.9 111 103.2 87.8 77.9

300 557.9 299.5 218.8 181.3 145.5 127.6 116.3 108.1 92.2 81.8

500 595.8 316.9 231.2 191.5 153.7 134.8 122.9 114.3 97.5 86.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.5 20.9 16.4 12.7 10.5 9.1 8 6.5 4 3

3 28.9 24.7 19.5 15.2 12.6 10.9 9.7 8 4.9 3.6

5 33.8 29 23 18 15 13 11.5 9.5 6 4.4

10 39.9 34.3 27.3 21.4 17.9 15.6 13.9 11.6 7.3 5.3

20 45.8 39.4 31.5 24.7 20.7 18 16.1 13.5 8.5 6.1

30 49.2 42.4 33.8 26.6 22.3 19.5 17.4 14.6 9.3 6.6

50 53.4 46.1 36.9 29 24.4 21.2 19 15.9 10.1 7.3

70 56.1 48.5 38.8 30.6 25.7 22.4 20 16.8 10.7 7.7

80 57.2 49.5 39.6 31.2 26.2 22.9 20.4 17.1 10.9 7.9

100 59.1 51.1 40.9 32.2 27.1 23.6 21.1 17.7 11.3 8.2

200 64.8 56.1 44.9 35.4 29.8 26 23.3 19.6 12.6 9

300 68.1 58.9 47.2 37.3 31.4 27.4 24.6 20.7 13.3 9.5

500 72.2 62.6 50.2 39.7 33.4 29.2 26.2 22 14.2 10.2

도로 배수시설 설계 및 관리 지침 부록 - 39

<표1-37> 이천(203) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 145.3 107.9 91.4 80 64.8 55.1 48.4 43.4 34.1 28.9

3 177.6 127.3 106 92 73.9 62.6 54.9 49.2 38.8 33

5 213.6 148.7 122.3 105.5 84.1 71 62.1 55.7 43.9 37.4

10 258.9 175.5 142.9 122.4 96.9 81.5 71.2 63.8 50.3 43

20 302.2 201.7 162.6 138.5 109.1 91.6 80 71.6 56.6 48.4

30 327.3 216.3 174 148 116.2 97.4 85 76.1 60.1 51.5

50 358.4 235.1 188.1 159.5 125 104.7 91.3 81.7 64.6 55.4

70 379 247.1 197.4 167.2 130.9 109.5 95.4 85.4 67.5 57.8

80 387 251.9 201.1 170.2 133.1 111.4 97 86.8 68.7 58.9

100 400.6 260.1 207.2 175.3 137 114.5 99.7 89.3 70.6 60.5

200 442.6 284.9 226.3 191 148.9 124.3 108.2 96.8 76.6 65.7

300 467.1 299.6 237.3 200 155.7 130 113.1 101.2 80.1 68.8

500 498 317.7 251.3 211.7 164.5 137.2 119.3 106.7 84.4 72.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.1 19.8 16 12.7 10.7 9.3 8.2 6.6 3.8 2.9

3 26.5 22.8 18.5 15 12.7 11.1 9.8 8 4.7 3.5

5 30.2 26.2 21.5 17.6 15 13.1 11.7 9.6 5.6 4.1

10 34.9 30.4 25.2 20.8 17.8 15.7 14 11.5 6.7 4.9

20 39.5 34.5 28.8 23.8 20.6 18.1 16.2 13.4 7.8 5.7

30 42.1 36.9 30.8 25.6 22.2 19.6 17.5 14.4 8.4 6.2

50 45.3 39.8 33.3 27.8 24.1 21.3 19.1 15.8 9.2 6.7

70 47.5 41.7 35 29.3 25.4 22.5 20.2 16.6 9.7 7.1

80 48.3 42.5 35.7 29.8 25.9 22.9 20.6 17 9.9 7.2

100 49.7 43.7 36.8 30.8 26.7 23.7 21.3 17.6 10.3 7.5

200 54.1 47.7 40.2 33.8 29.4 26.1 23.4 19.4 11.3 8.2

300 56.6 50 42.2 35.5 30.9 27.5 24.7 20.4 11.9 8.7

500 59.9 52.9 44.8 37.7 32.9 29.2 26.2 21.7 12.7 9.3

부록 - 40

<표1-38> 인제(211) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 87 73.1 63.6 56.4 46.5 40.1 35.6 32.3 26.1 22.6

3 107.8 87.4 74.6 65.6 53.8 46.4 41.3 37.6 30.4 26.3

5 131.2 103 86.8 75.9 62.1 53.5 47.7 43.4 35.3 30.5

10 160.4 122.8 102.1 88.8 72.3 62.4 55.6 50.7 41.3 35.8

20 188.5 142 116.7 101 82.2 70.9 63.3 57.8 47.2 40.9

30 204.6 153 125.2 108.1 87.8 75.8 67.7 61.8 50.6 43.9

50 224.8 166.6 135.7 117 94.9 82 73.2 66.9 54.7 47.5

70 238.1 175.7 142.6 122.7 99.5 85.9 76.8 70.2 57.5 49.9

80 243.4 179 145.4 125.1 101.4 87.6 78.3 71.5 58.5 50.8

100 252.1 185 150 128.9 104.4 90.2 80.6 73.7 60.4 52.5

200 279.3 203.3 164.1 140.9 114 98.5 88 80.4 65.9 57.3

300 295.1 214.1 172.4 147.8 119.6 103.3 92.4 84.4 69.3 60.2

500 315 227.6 182.9 156.6 126.6 109.3 97.8 89.4 73.4 63.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 18.5 16.2 13.4 11 9.4 8.3 7.4 6.1 3.6 2.7

3 21.6 18.8 15.6 12.8 11 9.7 8.7 7.3 4.5 3.3

5 25.1 21.9 18 14.8 12.7 11.3 10.2 8.6 5.4 4

10 29.4 25.6 21.1 17.3 14.9 13.3 12 10.2 6.6 4.9

20 33.6 29.2 24 19.6 17 15.2 13.8 11.8 7.7 5.7

30 36 31.3 25.7 21 18.2 16.3 14.8 12.7 8.4 6.3

50 39 33.9 27.8 22.7 19.7 17.6 16.1 13.8 9.2 6.9

70 40.9 35.6 29.1 23.9 20.7 18.6 16.9 14.6 9.8 7.3

80 41.7 36.2 29.7 24.4 21.1 18.9 17.3 14.9 10 7.5

100 43 37.4 30.6 25.1 21.8 19.5 17.8 15.4 10.3 7.7

200 47 40.9 33.5 27.5 23.9 21.4 19.5 16.9 11.4 8.5

300 49.4 42.9 35.1 28.8 25 22.4 20.5 17.8 12.1 9

500 52.3 45.4 37.2 30.5 26.5 23.8 21.8 18.9 12.9 9.6

도로 배수시설 설계 및 관리 지침 부록 - 41

<표1-39> 홍천(212) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 182 124.4 98.4 82.6 63.8 53 45.9 40.8 31.7 26.7

3 231.1 144.3 111.7 93.1 72 60 52.1 46.6 36.4 30.8

5 285.9 166.1 126.6 105.2 81.3 67.9 59.1 52.8 41.5 35.2

10 354.9 193.7 145.3 120.1 92.8 77.7 67.8 60.8 48 40.9

20 421.1 220.1 163.2 134.4 103.8 87.1 76.2 68.4 54.2 46.3

30 459.3 235.2 173.5 142.7 110.2 92.5 81 72.8 57.8 49.4

50 506.9 254.2 186.4 153 118.2 99.2 87 78.2 62.3 53.2

70 538.2 266.5 194.8 159.8 123.4 103.7 91 81.9 65.2 55.8

80 550.7 271.3 198.2 162.5 125.5 105.5 92.5 83.3 66.3 56.8

100 571.3 279.5 203.8 167 128.9 108.4 95.1 85.6 68.3 58.5

200 635.4 304.9 221.1 180.9 139.7 117.5 103.2 93 74.3 63.7

300 672.9 319.6 231.1 189 145.9 122.8 107.9 97.3 77.8 66.7

500 720.2 338.1 243.9 199.2 153.8 129.5 113.8 102.7 82.2 70.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.2 18.2 14.7 11.8 10.1 8.8 7.9 6.5 4 3

3 24.6 21.1 17.1 13.9 11.9 10.6 9.5 8 4.9 3.6

5 28.2 24.3 19.9 16.3 14.1 12.5 11.3 9.6 6 4.4

10 32.9 28.4 23.3 19.2 16.7 14.9 13.6 11.6 7.4 5.3

20 37.3 32.3 26.5 22 19.2 17.3 15.8 13.6 8.8 6.2

30 39.9 34.5 28.5 23.6 20.7 18.7 17.1 14.8 9.5 6.7

50 43.1 37.3 30.8 25.6 22.5 20.3 18.7 16.2 10.5 7.4

70 45.2 39.2 32.3 27 23.7 21.5 19.7 17.1 11.1 7.8

80 46 39.9 33 27.5 24.2 21.9 20.1 17.5 11.3 8

100 47.4 41.1 34 28.4 25 22.6 20.8 18.1 11.8 8.2

200 51.7 44.9 37.2 31 27.4 24.9 22.9 19.9 13.1 9.1

300 54.2 47.1 39 32.6 28.9 26.2 24.2 21.1 13.8 9.6

500 57.4 49.9 41.4 34.7 30.7 27.9 25.7 22.4 14.7 10.2

부록 - 42

<표1-40> 태백(216) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 103.9 84.1 70.9 62 50.7 43.8 39 35.4 28.6 24.6

3 126.8 102.9 84.6 72.8 58.8 50.6 45.1 41.1 33.4 28.8

5 152.4 123.5 99.7 84.9 68 58.4 52 47.4 38.7 33.5

10 184.6 150.1 118.8 100 79.3 68 60.7 55.5 45.5 39.5

20 215.4 175.2 137 114.5 90.2 77.3 69 63.1 51.9 45.1

30 233.1 189.6 147.6 122.9 96.6 82.6 73.8 67.5 55.6 48.3

50 255.2 208 160.7 133.2 104.4 89.3 79.8 73 60.3 52.4

70 269.8 219.9 169.3 140.1 109.5 93.7 83.7 76.6 63.3 55.1

80 275.6 224.5 172.7 142.8 111.6 95.4 85.2 78.1 64.5 56.2

100 285.1 232.6 178.4 147.3 114.9 98.3 87.8 80.5 66.5 58

200 314.8 257.2 196.1 161.3 125.5 107.2 95.8 87.9 72.8 63.5

300 332.2 271.4 206.3 169.5 131.7 112.5 100.6 92.2 76.4 66.7

500 354.2 289.4 219.3 179.8 139.5 119.1 106.5 97.7 81 70.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19.8 17 13.7 11 9.4 8.2 7.4 6.2 3.8 2.8

3 23.3 20 16 12.8 10.8 9.5 8.6 7.2 4.6 3.4

5 27.1 23.2 18.6 14.7 12.5 11 9.9 8.4 5.5 4

10 32 27.4 21.7 17.2 14.6 12.8 11.6 9.9 6.6 4.8

20 36.6 31.3 24.8 19.6 16.6 14.6 13.2 11.3 7.6 5.5

30 39.3 33.6 26.6 21 17.7 15.6 14.1 12.2 8.3 6

50 42.6 36.3 28.7 22.6 19.1 16.9 15.3 13.2 9.1 6.5

70 44.8 38.2 30.2 23.7 20.1 17.7 16.1 13.9 9.6 6.9

80 45.7 39 30.8 24.2 20.5 18.1 16.4 14.1 9.7 7

100 47.1 40.2 31.7 24.9 21 18.6 16.8 14.6 10.1 7.2

200 51.6 44 34.7 27.2 23 20.3 18.4 16 11.1 8

300 54.2 46.2 36.4 28.5 24.1 21.3 19.4 16.8 11.8 8.4

500 57.5 49 38.6 30.2 25.5 22.5 20.5 17.8 12.5 8.9

도로 배수시설 설계 및 관리 지침 부록 - 43

<표1-41> 제천(221) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 125.3 97.4 82.4 72.3 59.3 51.1 45.4 41.2 33.1 28.4

3 146.7 112.3 94.4 82.8 68.2 59.1 52.7 48 38.8 33.3

5 170.6 129.2 107.8 94.4 78 67.9 60.9 55.6 45.3 38.9

10 200.5 150.2 124.6 109 90.3 79 71.1 65.1 53.3 45.9

20 229.3 170.5 140.8 123.1 102.2 89.6 80.9 74.2 61 52.6

30 245.9 181.8 150.1 131.2 109.1 95.8 86.5 79.5 65.3 56.4

50 266.5 196.5 161.6 141.2 117.5 103.4 93.5 86 70.9 61.2

70 280.2 205.9 169.3 147.9 123.1 108.4 98.1 90.3 74.5 64.4

80 285.4 209.8 172.3 150.5 125.3 110.4 99.9 92 76 65.6

100 294.4 216 177.4 154.9 129.1 113.7 103 94.9 78.3 67.7

200 322.2 235.6 192.9 168.4 140.4 123.9 112.4 103.7 85.8 74.2

300 338.4 246.9 202 176.4 147.2 129.9 118 108.8 90.1 77.9

500 359 261.1 213.5 186.4 155.6 137.5 124.9 115.3 95.5 82.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 22.8 19.5 15.5 12.1 10 8.6 7.5 6.1 3.6 2.7

3 26.8 22.8 18 14.1 11.7 10.1 8.9 7.2 4.4 3.3

5 31.2 26.5 20.8 16.2 13.5 11.7 10.3 8.5 5.2 3.9

10 36.8 31.2 24.5 19 15.8 13.7 12.2 10.1 6.4 4.7

20 42.1 35.6 27.9 21.6 18 15.6 13.9 11.6 7.4 5.5

30 45.2 38.2 29.9 23.2 19.3 16.8 15 12.5 8.1 6

50 49 41.4 32.3 25 20.9 18.2 16.2 13.6 8.8 6.5

70 51.6 43.6 34 26.3 22 19.1 17.1 14.4 9.4 6.9

80 52.6 44.4 34.6 26.8 22.4 19.5 17.4 14.7 9.5 7

100 54.2 45.8 35.7 27.6 23.1 20.1 18 15.1 9.9 7.3

200 59.4 50.1 39 30.2 25.2 21.9 19.7 16.6 10.9 8

300 62.4 52.7 41 31.7 26.4 23.1 20.7 17.5 11.6 8.5

500 66.2 55.9 43.4 33.6 28 24.4 21.9 18.5 12.3 9

부록 - 44

<표1-42> 충주(223) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 125.2 92.7 78.7 69.5 57.5 49.7 44.2 40.1 31.9 27.1

3 147.5 109 91.4 80.2 66.1 57.3 51.1 46.4 37.3 31.7

5 172.4 126.9 105.4 92.1 75.8 65.8 58.8 53.5 43.1 36.8

10 203.6 149.7 123 106.9 87.8 76.3 68.4 62.4 50.6 43.2

20 233.4 171.6 139.9 121.2 99.4 86.5 77.7 71 57.7 49.4

30 250.7 184.1 149.7 129.5 106.1 92.4 83 75.9 61.8 53

50 272.2 199.8 161.9 139.7 114.4 99.7 89.6 82 66.9 57.4

70 286.2 210.2 169.8 146.4 119.8 104.4 93.9 86 70.3 60.3

80 291.8 214.2 173 149.1 122.1 106.4 95.7 87.6 71.6 61.4

100 301.1 221.1 178.3 153.5 125.6 109.5 98.5 90.3 73.8 63.4

200 330 242.3 194.6 167.3 136.8 119.3 107.5 98.6 80.7 69.4

300 346.9 254.4 204.1 175.4 143.4 125.1 112.7 103.4 84.7 72.8

500 368.2 269.7 216.2 185.7 151.7 132.4 119.2 109.4 89.7 77.1

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.4 18.1 14.2 11 9.1 7.8 6.9 5.6 3.3 2.5

3 25.1 21.2 16.5 12.8 10.6 9.1 8.1 6.6 4 3

5 29.2 24.6 19.2 14.8 12.2 10.5 9.3 7.6 4.7 3.6

10 34.3 28.8 22.4 17.2 14.3 12.3 10.9 9.1 5.7 4.3

20 39.2 32.9 25.5 19.6 16.2 14.1 12.5 10.4 6.6 4.9

30 42 35.3 27.3 20.9 17.3 15 13.4 11.1 7.2 5.3

50 45.5 38.2 29.5 22.6 18.8 16.3 14.5 12.1 7.9 5.8

70 47.9 40.2 31 23.7 19.7 17 15.2 12.7 8.3 6.1

80 48.8 40.9 31.6 24.2 20 17.3 15.5 13 8.5 6.3

100 50.3 42.2 32.6 24.9 20.7 17.9 16 13.4 8.8 6.5

200 55 46.1 35.5 27.2 22.5 19.5 17.5 14.7 9.7 7.1

300 57.8 48.5 37.3 28.6 23.7 20.6 18.4 15.5 10.2 7.5

500 61.2 51.3 39.5 30.2 25.1 21.8 19.4 16.4 10.8 8

도로 배수시설 설계 및 관리 지침 부록 - 45

<표1-43> 보은(226) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 154.3 103.1 84.7 73.5 59.4 50.7 44.6 40.1 31.5 26.5

3 188 120.5 96.7 83.2 67.3 57.7 51.2 46.4 37.1 31.6

5 225.4 139.5 110.1 94.1 76.1 65.6 58.5 53.3 43.2 37.2

10 272.5 163.4 127 107.9 87.2 75.5 67.8 62 51 44.2

20 317.6 186.7 143.2 121 97.7 85 76.6 70.5 58.5 51.1

30 343.6 199.7 152.5 128.7 103.9 90.5 81.7 75.2 62.7 54.9

50 376.1 216.4 164.1 138.1 111.5 97.3 88 81.3 68.1 59.8

70 397.4 227.2 171.7 144.4 116.5 101.7 92.1 85.1 71.5 63

80 405.8 231.7 174.8 146.8 118.5 103.5 93.8 86.7 73 64.3

100 419.9 238.8 179.8 150.9 121.8 106.5 96.6 89.4 75.3 66.4

200 463.5 260.9 195.4 163.7 132.1 115.7 105.1 97.4 82.5 72.9

300 489.1 273.7 204.6 171.2 138.2 121.1 110.1 102.1 86.6 76.7

500 521.3 290 216.1 180.6 145.7 127.8 116.3 108.1 91.9 81.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.8 17.5 13.8 10.7 8.9 7.7 6.8 5.5 3.3 2.5

3 25.1 21.3 16.8 13.1 10.9 9.4 8.3 6.7 4 2.9

5 29.9 25.5 20.1 15.7 13 11.2 9.9 8 4.8 3.5

10 35.9 30.8 24.4 19 15.8 13.6 11.9 9.7 5.7 4.1

20 41.7 35.8 28.4 22.2 18.4 15.8 13.9 11.3 6.7 4.7

30 45.1 38.8 30.8 24.1 19.9 17.1 15.1 12.3 7.2 5.1

50 49.2 42.4 33.7 26.3 21.8 18.7 16.5 13.4 7.9 5.5

70 51.9 44.8 35.6 27.8 23 19.8 17.4 14.1 8.3 5.8

80 53 45.7 36.4 28.3 23.5 20.2 17.8 14.5 8.5 5.9

100 54.8 47.3 37.6 29.3 24.3 20.9 18.4 15 8.8 6.1

200 60.4 52.2 41.6 32.4 26.8 23 20.3 16.5 9.7 6.7

300 63.7 55 43.9 34.2 28.3 24.3 21.4 17.4 10.2 7.1

500 67.8 58.7 46.8 36.5 30.2 25.9 22.8 18.5 10.8 7.5

부록 - 46

<표1-44> 천안(232) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 110 91.7 78.7 69.5 57.6 50.1 44.8 40.9 33.3 28.7

3 126.5 104.1 89 78.5 65.1 56.7 50.8 46.5 38 32.9

5 144.8 118.2 100.4 88.4 73.3 64 57.5 52.7 43.3 37.6

10 167.9 135.6 114.8 101 83.7 73.2 65.9 60.5 50 43.6

20 189.9 152.4 128.5 113 93.7 82 73.9 68 56.4 49.2

30 202.7 162 136.5 119.9 99.5 87.1 78.6 72.3 60.1 52.5

50 218.6 174.2 146.4 128.5 106.6 93.4 84.4 77.7 64.7 56.7

70 229 181.9 152.9 134.2 111.4 97.6 88.2 81.2 67.6 59.3

80 233 185.2 155.5 136.4 113.2 99.3 89.7 82.6 68.9 60.4

100 239.9 190.6 159.8 140.1 116.2 101.9 92.2 85 70.9 62.2

200 261.4 206.5 173.1 151.8 126 110.5 100 92.2 77 67.6

300 273.8 216.2 180.9 158.5 131.5 115.5 104.5 96.4 80.6 70.9

500 289.5 228 190.7 167.1 138.6 121.7 110.2 101.7 85.2 74.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.1 19.8 15.7 12.2 10.1 8.7 7.6 6.1 3.5 2.5

3 26.7 22.9 18.2 14.2 11.8 10.1 8.8 7 4 2.9

5 30.7 26.4 21 16.4 13.6 11.6 10.2 8.1 4.6 3.3

10 35.7 30.8 24.6 19.2 15.9 13.6 11.8 9.5 5.3 3.8

20 40.5 34.9 28 21.9 18.1 15.5 13.5 10.8 6 4.3

30 43.2 37.3 29.9 23.4 19.4 16.5 14.4 11.5 6.5 4.6

50 46.7 40.4 32.3 25.3 20.9 17.9 15.6 12.5 7 4.9

70 48.9 42.4 34 26.6 22 18.8 16.4 13 7.3 5.2

80 49.9 43.1 34.6 27.1 22.4 19.1 16.7 13.3 7.4 5.2

100 51.3 44.4 35.6 27.9 23 19.7 17.2 13.7 7.7 5.4

200 55.9 48.5 39 30.5 25.2 21.5 18.8 14.9 8.3 5.9

300 58.7 50.9 40.9 32 26.4 22.6 19.7 15.7 8.7 6.1

500 62.1 53.9 43.3 33.9 28 23.9 20.8 16.6 9.2 6.5

도로 배수시설 설계 및 관리 지침 부록 - 47

<표1-45> 보령(235) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 150.4 109.3 90.3 78.9 65.1 56.6 50.7 46.2 37.3 31.7

3 186 127 103.6 90.1 74.4 65 58.4 53.4 43.4 37.1

5 225.8 146.8 118.3 102.7 84.9 74.3 66.9 61.4 50.2 43.1

10 275.9 171.4 136.8 118.5 98 86 77.7 71.4 58.6 50.5

20 323.9 195.2 154.6 133.7 110.6 97.3 88 81 66.8 57.7

30 351.6 208.6 164.9 142.4 117.9 103.7 93.9 86.5 71.5 61.8

50 386 225.7 177.6 153.2 126.9 111.8 101.3 93.4 77.3 67

70 408.6 236.9 186 160.4 132.9 117.1 106.2 97.9 81.2 70.4

80 417.5 241.6 189.3 163.1 135.1 119.1 108.1 99.7 82.7 71.7

100 432.7 248.6 194.9 168 139.2 122.7 111.3 102.7 85.2 73.9

200 478.9 271.7 212.1 182.6 151.3 133.5 121.3 112 93.1 80.9

300 506 284.9 222.2 191.2 158.5 139.9 127.1 117.4 97.7 84.9

500 540.2 301.4 234.8 202.1 167.5 147.9 134.4 124.2 103.4 89.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 25 20.8 15.9 12 9.7 8.2 7.2 5.7 3.3 2.4

3 29.3 24.6 18.8 14.2 11.6 9.8 8.6 6.9 4 2.9

5 34.2 28.7 22.1 16.7 13.6 11.5 10.1 8.1 4.7 3.4

10 40.3 33.9 26.2 19.8 16.2 13.7 12 9.6 5.6 4.1

20 46.2 38.9 30.1 22.8 18.6 15.8 13.8 11.1 6.5 4.7

30 49.5 41.8 32.3 24.6 20 17 14.9 12 7 5.1

50 53.8 45.4 35.1 26.7 21.8 18.5 16.2 13.1 7.7 5.6

70 56.5 47.7 37 28.1 22.9 19.5 17.1 13.8 8.1 5.9

80 57.6 48.7 37.7 28.6 23.4 19.9 17.4 14.1 8.3 6

100 59.4 50.2 38.9 29.6 24.2 20.6 18 14.5 8.6 6.2

200 65.1 55 42.7 32.5 26.5 22.6 19.8 16 9.5 6.8

300 68.4 57.9 44.9 34.2 28 23.8 20.8 16.8 10 7.2

500 72.5 61.4 47.7 36.3 29.7 25.3 22.1 17.9 10.6 7.7

부록 - 48

<표1-46> 부여(236) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 128.5 96.6 81.9 72.5 60.5 53 47.6 43.5 35.4 30.5

3 147.8 109.4 93.3 83.1 70 61.5 55.4 50.7 41.4 35.6

5 170.6 123.2 105.8 94.9 80.6 71.1 64.2 58.9 48.1 41.3

10 198.3 140.8 121.7 109.7 93.9 83.2 75.2 69 56.4 48.5

20 225.9 158.1 137 124 106.6 94.7 85.8 78.8 64.4 55.4

30 240.4 167.9 145.8 132.2 113.9 101.3 91.8 84.4 69.1 59.4

50 260.8 179.9 156.6 142.4 123.1 109.7 99.5 91.4 74.9 64.4

70 272.8 188.1 163.9 149.2 129.1 115.1 104.4 96 78.6 67.6

80 277.6 191.2 166.7 151.9 131.5 117.2 106.4 97.8 80.1 68.9

100 286 196.3 171.3 156.2 135.4 120.8 109.7 100.9 82.6 71

200 312.5 212.9 186.2 170 147.7 132 119.9 110.3 90.4 77.7

300 326.9 222.5 194.7 178 154.9 138.4 125.8 115.8 94.9 81.6

500 346.2 234.6 205.5 188.1 163.9 146.6 133.3 122.7 100.6 86.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.4 20.7 16.2 12.4 10.1 8.6 7.5 5.9 3.3 2.4

3 28.6 24.2 18.9 14.5 11.8 10 8.7 6.9 3.9 2.8

5 33.1 28.1 21.9 16.8 13.8 11.7 10.1 8 4.5 3.3

10 38.8 32.9 25.7 19.8 16.1 13.7 11.9 9.4 5.3 3.9

20 44.3 37.6 29.4 22.6 18.5 15.6 13.6 10.8 6 4.4

30 47.5 40.3 31.5 24.2 19.8 16.8 14.5 11.5 6.4 4.7

50 51.5 43.6 34.1 26.2 21.4 18.2 15.8 12.5 7 5.1

70 54.1 45.8 35.8 27.5 22.5 19.1 16.6 13.1 7.3 5.4

80 55.1 46.7 36.5 28.1 22.9 19.4 16.9 13.4 7.4 5.5

100 56.8 48.1 37.7 28.9 23.7 20.1 17.4 13.8 7.7 5.7

200 62.2 52.7 41.2 31.6 25.9 21.9 19 15.1 8.4 6.2

300 65.3 55.3 43.3 33.2 27.2 23 20 15.8 8.8 6.5

500 69.2 58.6 45.8 35.2 28.8 24.4 21.2 16.8 9.3 6.9

도로 배수시설 설계 및 관리 지침 부록 - 49

<표1-47> 금산(238) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 114.9 91.9 77.3 67.7 55.8 48.5 43.4 39.5 32 27.4

3 136.7 104 87 76.3 63.2 55.1 49.4 45.1 36.7 31.4

5 160.8 117.8 97.8 85.8 71.4 62.5 56.2 51.5 42 36

10 191.2 135.3 111.4 97.6 81.5 71.7 64.8 59.5 48.7 41.8

20 220.4 151.9 124.5 109.1 91.3 80.6 73 67.1 55 47.2

30 237.4 161 131.9 115.8 97.1 85.8 77.7 71.5 58.6 50.3

50 258.2 173.2 141.4 124 104.1 92.1 83.5 76.9 63.2 54.3

70 272 180.8 147.5 129.4 108.8 96.3 87.4 80.5 66.2 56.8

80 277.5 183.8 150 131.6 110.6 98 88.9 81.9 67.4 57.8

100 286.7 188.9 154.1 135.3 113.8 100.8 91.5 84.3 69.3 59.5

200 314.8 205.1 166.7 146.2 123.1 109.3 99.4 91.7 75.5 64.9

300 331.3 214.5 174 152.6 128.7 114.3 104 96 79.1 67.9

500 352.1 226.1 183.4 160.9 135.7 120.6 109.8 101.4 83.6 71.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.8 18.4 14.3 11 9 7.7 6.8 5.5 3.3 2.4

3 25 21.1 16.3 12.5 10.2 8.7 7.7 6.2 3.7 2.8

5 28.5 24 18.5 14.1 11.6 9.9 8.7 7.1 4.3 3.1

10 33.1 27.7 21.3 16.2 13.3 11.4 10 8.2 4.9 3.5

20 37.3 31.2 23.9 18.1 14.9 12.8 11.3 9.3 5.6 3.9

30 39.8 33.3 25.5 19.3 15.8 13.6 12 9.8 5.9 4.2

50 42.9 35.8 27.4 20.8 17 14.6 12.9 10.6 6.4 4.5

70 44.9 37.5 28.7 21.7 17.8 15.3 13.5 11 6.6 4.6

80 45.7 38.2 29.2 22.1 18.1 15.5 13.7 11.2 6.7 4.7

100 47 39.3 30 22.7 18.6 16 14.1 11.5 7 4.9

200 51.2 42.7 32.6 24.6 20.2 17.3 15.3 12.6 7.6 5.2

300 53.6 44.7 34.1 25.7 21.1 18.1 16 13.2 8 5.4

500 56.7 47.2 36 27.2 22.3 19.1 16.9 13.9 8.4 5.7

부록 - 50

<표1-48> 부안(243) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 117.5 92.4 80.3 71.8 60.1 52.2 46.4 42 33.3 28.1

3 143.4 108.2 93.3 83.3 69.8 60.7 54.1 49.1 39 32.9

5 172.1 125.9 107.7 96.1 80.6 70.2 62.7 56.9 45.3 38.2

10 208.1 148.1 125.9 112.1 94.1 82.2 73.5 66.8 53.3 45

20 242.7 169.3 143.3 127.5 107.1 93.7 83.9 76.3 61 51.5

30 262.6 181.5 153.4 136.4 114.6 100.3 89.9 81.8 65.4 55.2

50 287.6 196.4 165.9 147.6 124.1 108.6 97.2 88.5 70.7 59.8

70 303.8 206.7 174.1 154.7 130.1 114 102.2 93 74.5 62.9

80 310.3 210.6 177.4 157.6 132.5 116.1 104.1 94.8 75.9 64.1

100 321.1 217 182.8 162.5 136.7 119.7 107.3 97.7 78.2 66

200 354.4 237.8 199.6 177.3 149.1 130.7 117.3 106.9 85.7 72.4

300 374.1 249.3 209.5 186.2 156.7 137.3 123.2 112.2 89.9 76

500 398.7 264.5 221.9 197.1 165.9 145.4 130.5 118.9 95.3 80.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.9 18.3 14.1 10.8 8.8 7.5 6.6 5.3 3.2 2.4

3 25.7 21.4 16.4 12.5 10.2 8.7 7.6 6.1 3.6 2.8

5 29.8 24.8 19 14.4 11.8 10 8.8 7.1 4.2 3.2

10 35 29.1 22.2 16.8 13.7 11.6 10.2 8.2 4.9 3.7

20 40 33.3 25.3 19.1 15.5 13.2 11.5 9.3 5.6 4.2

30 42.9 35.6 27.1 20.4 16.6 14.1 12.3 9.9 6 4.5

50 46.5 38.6 29.4 22.2 18 15.2 13.3 10.7 6.4 4.9

70 48.9 40.6 30.9 23.2 18.8 16 14 11.3 6.7 5.2

80 49.9 41.4 31.4 23.6 19.2 16.3 14.2 11.4 6.9 5.3

100 51.4 42.6 32.4 24.4 19.8 16.8 14.7 11.8 7.1 5.4

200 56.3 46.7 35.4 26.6 21.6 18.3 16 12.9 7.7 5.9

300 59.1 49 37.2 28 22.7 19.2 16.7 13.4 8 6.2

500 62.6 51.9 39.4 29.6 24 20.3 17.7 14.2 8.5 6.6

도로 배수시설 설계 및 관리 지침 부록 - 51

<표1-49> 임실(244) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 198.8 124.9 96.9 81.1 63 52.6 45.7 40.8 31.7 26.5

3 254.8 150.4 112.1 91.7 70 58.2 50.6 45.3 35.5 30

5 317.1 178.8 129 103.6 77.8 64.5 56.1 50.3 39.9 34

10 395.3 214.7 150.2 118.6 87.7 72.3 63 56.6 45.3 38.9

20 470.3 249.3 170.4 132.8 97.1 79.9 69.7 62.7 50.6 43.7

30 513.3 269.3 182 140.9 102.5 84.3 73.5 66.2 53.6 46.5

50 567.3 294.1 196.6 151.3 109.3 89.7 78.2 70.6 57.3 49.8

70 602.6 310.4 206.1 157.9 113.8 93.3 81.4 73.5 59.7 52.1

80 616.5 317.3 209.9 160.5 115.5 94.7 82.6 74.6 60.7 53

100 639.9 328 216.2 165 118.4 97 84.7 76.5 62.4 54.5

200 712.5 361 235.8 178.9 127.7 104.4 91.1 82.3 67.3 59

300 754.7 380.8 247.2 186.9 133 108.7 94.8 85.7 70.2 61.6

500 807.9 405.4 261.6 197 139.7 114.1 99.5 90 73.9 65

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.6 17.2 13.3 10.3 8.5 7.3 6.4 5.2 3.1 2.3

3 23.6 19.9 15.6 12 9.9 8.5 7.5 6.1 3.6 2.6

5 27.1 23 18.1 14 11.5 9.9 8.7 7 4.2 3.1

10 31.4 26.8 21.2 16.4 13.6 11.6 10.2 8.2 4.9 3.6

20 35.5 30.5 24.2 18.8 15.5 13.2 11.6 9.4 5.6 4.1

30 37.9 32.6 25.9 20.1 16.5 14.1 12.4 10 5.9 4.4

50 40.9 35.3 28.1 21.8 17.9 15.3 13.4 10.8 6.4 4.8

70 42.8 37 29.5 22.9 18.9 16.1 14.1 11.4 6.8 5

80 43.6 37.7 30 23.3 19.2 16.4 14.4 11.6 6.9 5.1

100 44.9 38.9 31 24.1 19.8 16.9 14.8 11.9 7.1 5.3

200 48.9 42.4 34 26.4 21.7 18.5 16.2 13 7.7 5.8

300 51.2 44.5 35.6 27.7 22.8 19.4 16.9 13.6 8.1 6.1

500 54.1 47.1 37.8 29.4 24.1 20.5 17.9 14.4 8.6 6.5

부록 - 52

<표1-50> 정읍(245) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 156.4 109.3 89.8 77.8 63.1 53.9 47.6 42.8 33.7 28.3

3 197.6 128.5 104 89.9 73 62.6 55.3 49.8 39.2 32.8

5 243.6 149.9 119.9 103.3 84 72.2 63.9 57.7 45.3 37.8

10 301.5 176.6 139.9 120.4 97.9 84.3 74.7 67.4 53 44.2

20 356.9 202.4 159 136.6 111.2 95.9 85.1 76.9 60.4 50.3

30 388.9 217.1 170 145.9 118.9 102.6 91 82.3 64.6 53.7

50 428.7 235.7 183.7 157.5 128.4 110.9 98.5 89.1 70 58.1

70 454.7 248.2 192.7 165 134.5 116.3 103.4 93.6 73.6 61.1

80 465.1 252.9 196.3 168.1 137 118.5 105.4 95.3 74.9 62.2

100 482.5 260.9 202.3 173.2 141.2 122.1 108.6 98.2 77.2 64.1

200 536.1 285.7 220.8 188.9 154.1 133.3 118.6 107.3 84.4 70

300 567.5 300.1 231.6 198.1 161.6 139.9 124.5 112.6 88.5 73.4

500 607 318.2 245.2 209.7 171.1 148.1 131.8 119.3 93.7 77.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.9 18.2 13.9 10.5 8.6 7.3 6.4 5.1 3 2.2

3 25.3 20.9 15.9 12 9.7 8.3 7.3 5.9 3.5 2.6

5 29 23.8 18 13.5 11 9.4 8.3 6.8 4.1 3

10 33.7 27.6 20.7 15.5 12.6 10.8 9.5 7.8 4.8 3.6

20 38.2 31.1 23.2 17.3 14.1 12.1 10.7 8.8 5.5 4.1

30 40.7 33.2 24.7 18.4 15 12.9 11.4 9.4 6 4.4

50 44 35.7 26.5 19.7 16.1 13.8 12.2 10.2 6.5 4.7

70 46.1 37.4 27.7 20.6 16.8 14.5 12.9 10.7 6.8 4.9

80 46.9 38 28.2 20.9 17.1 14.7 13.1 10.9 7 5

100 48.3 39.2 29 21.5 17.6 15.1 13.4 11.2 7.2 5.2

200 52.7 42.6 31.5 23.3 19.1 16.4 14.6 12.2 7.9 5.7

300 55.2 44.7 32.9 24.4 19.9 17.2 15.3 12.8 8.3 6

500 58.4 47.2 34.7 25.7 21 18.1 16.1 13.5 8.7 6.3

도로 배수시설 설계 및 관리 지침 부록 - 53

<표1-51> 남원(247) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 97.2 83.1 75.2 68.7 58.3 50.7 44.9 40.5 31.5 26.2

3 110.7 93.5 84.8 77.5 65.9 57.3 50.8 45.8 35.8 29.8

5 125.8 105.2 95.5 87.4 74.4 64.8 57.5 51.8 40.5 33.8

10 144.6 120.1 108.9 99.6 84.9 74 65.7 59.3 46.5 38.9

20 162.8 134.2 121.8 111.6 95.1 82.9 73.6 66.4 52.2 43.7

30 173.2 142.3 129.2 118.3 100.9 88 78.2 70.5 55.5 46.5

50 186.2 152.4 138.4 126.9 108.2 94.4 83.9 75.7 59.6 50

70 194.8 159.1 144.5 132.4 113 98.5 87.6 79.1 62.3 52.3

80 198.3 161.6 146.9 134.7 114.9 100.2 89.1 80.4 63.3 53.2

100 203.9 166 150.9 138.4 118.2 103 91.5 82.6 65.1 54.7

200 221.5 179.7 163.3 149.8 127.9 111.6 99.2 89.6 70.6 59.4

300 231.7 187.7 170.6 156.5 133.6 116.6 103.7 93.6 73.8 62.1

500 244.5 197.9 179.7 164.8 140.8 122.9 109.3 98.8 77.9 65.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.1 16.7 12.9 10 8.4 7.3 6.5 5.4 3.3 2.4

3 23 19.2 14.9 11.6 9.7 8.4 7.5 6.2 3.8 2.8

5 26.2 21.9 17.1 13.3 11.2 9.7 8.6 7.1 4.4 3.3

10 30.2 25.3 19.8 15.5 13 11.3 10.1 8.3 5.1 3.8

20 34.1 28.6 22.5 17.6 14.8 12.8 11.4 9.4 5.8 4.4

30 36.3 30.5 24 18.8 15.8 13.7 12.2 10 6.1 4.7

50 39.1 32.9 25.9 20.3 17.1 14.8 13.1 10.8 6.6 5.1

70 40.9 34.5 27.1 21.3 17.9 15.5 13.8 11.3 7 5.5

80 41.6 35.1 27.7 21.8 18.3 15.9 14.1 11.5 7.1 5.6

100 42.8 36.1 28.5 22.4 18.8 16.3 14.5 11.9 7.3 5.8

200 46.6 39.3 31 24.4 20.5 17.8 15.7 12.9 7.9 6.3

300 48.7 41.2 32.5 25.6 21.5 18.7 16.5 13.6 8.3 6.6

500 51.5 43.5 34.4 27.1 22.8 19.8 17.5 14.4 8.8 7

부록 - 54

<표1-52> 장수(248) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 110.3 91.1 78.5 69.4 57.1 49 43.3 39 30.7 25.8

3 120.7 98.8 85.9 76.6 63.6 54.9 48.6 43.8 34.4 28.9

5 132.2 107.7 94.2 84.5 70.8 61.4 54.5 49.2 38.8 32.4

10 146.7 118.9 104.7 94.4 79.8 69.6 62 56 44.1 36.8

20 160.6 129.7 114.6 103.8 88.4 77.4 69.1 62.6 49.3 41.1

30 168.6 135.8 120.4 109.4 93.4 81.9 73.2 66.3 52.2 43.6

50 178.5 143.5 127.6 116.3 99.6 87.6 78.3 71 55.9 46.6

70 185.1 148.5 132.3 120.7 103.7 91.3 81.7 74.1 58.3 48.6

80 187.6 150.7 134.2 122.4 105.2 92.7 83 75.3 59.4 49.4

100 192 153.8 137.3 125.5 108.1 95.2 85.3 77.3 60.9 50.7

200 205.4 164.3 146.9 134.6 116.3 102.7 92.1 83.6 65.9 54.8

300 213.2 170.4 152.5 140 121.2 107.2 96.2 87.3 68.8 57.2

500 223.2 178 159.7 146.7 127.3 112.7 101.2 92 72.5 60.2

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.1 16.9 13.2 10.3 8.7 7.6 6.8 5.6 3.5 2.6

3 22.5 18.8 14.7 11.5 9.7 8.5 7.6 6.4 4.1 3.1

5 25.1 21 16.3 12.8 10.8 9.5 8.6 7.3 4.8 3.6

10 28.4 23.6 18.3 14.3 12.2 10.8 9.8 8.4 5.7 4.2

20 31.6 26.2 20.2 15.9 13.5 12 10.9 9.5 6.5 4.8

30 33.4 27.7 21.4 16.8 14.3 12.7 11.6 10.1 7 5.2

50 35.7 29.5 22.7 17.9 15.3 13.6 12.5 10.9 7.6 5.6

70 37.2 30.7 23.7 18.6 15.9 14.2 13 11.4 8 5.9

80 37.8 31.2 24 18.8 16.1 14.4 13.2 11.6 8.2 6.1

100 38.7 32 24.7 19.4 16.6 14.8 13.6 11.9 8.4 6.2

200 41.8 34.5 26.5 20.8 17.9 16 14.7 13 9.3 6.9

300 43.6 35.9 27.6 21.7 18.6 16.7 15.4 13.6 9.7 7.2

500 45.8 37.7 29 22.8 19.6 17.6 16.2 14.3 10.3 7.6

도로 배수시설 설계 및 관리 지침 부록 - 55

<표1-53> 주암(256) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 95.9 86.4 76.3 68.4 57.5 50.3 45.2 41.3 33.6 29

3 114 101.4 88.3 78.8 66.2 58.2 52.5 48.1 39.6 34.3

5 134.2 118 101.8 90.5 76 66.9 60.5 55.7 46.1 40.1

10 159.4 139 118.7 105 88.1 77.8 70.7 65.3 54.4 47.5

20 183.7 159 134.9 119 99.8 88.4 80.4 74.4 62.3 54.5

30 197.6 170.6 144.2 127 106.5 94.4 86 79.7 66.9 58.6

50 215 185.1 155.8 137.1 114.9 101.9 93 86.3 72.6 63.7

70 226.5 194.5 163.4 143.6 120.4 106.8 97.5 90.6 76.3 67

80 231 198.4 166.5 146.2 122.6 108.8 99.4 92.3 77.8 68.3

100 238.6 204.4 171.6 150.7 126.3 112.1 102.4 95.1 80.2 70.5

200 261.9 223.9 187.1 164.1 137.6 122.2 111.8 104 87.9 77.3

300 275.6 235.2 196.3 172 144.2 128.2 117.3 109.1 92.4 81.3

500 292.9 249.4 207.8 182 152.5 135.6 124.2 115.6 98 86.3

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 23.4 20.1 16 12.7 10.6 9.2 8.2 6.7 4 2.9

3 27.8 23.8 18.9 14.8 12.3 10.6 9.4 7.7 4.7 3.4

5 32.6 27.8 22 17.1 14.2 12.3 10.8 8.9 5.4 3.9

10 38.6 33 26 20.1 16.6 14.3 12.6 10.3 6.2 4.5

20 44.4 37.9 29.7 22.9 18.9 16.2 14.3 11.7 7.2 5.2

30 47.7 40.7 31.9 24.5 20.2 17.3 15.2 12.5 7.6 5.5

50 52 44.3 34.6 26.5 21.8 18.7 16.5 13.5 8.3 6

70 54.7 46.6 36.4 27.8 22.9 19.6 17.2 14.1 8.7 6.3

80 55.8 47.5 37.1 28.4 23.3 19.9 17.6 14.4 8.9 6.4

100 57.5 49.1 38.3 29.3 24 20.5 18.1 14.8 9.1 6.6

200 63.2 53.8 42 32 26.2 22.4 19.8 16.2 10 7.2

300 66.4 56.6 44 33.6 27.5 23.5 20.7 16.9 10.5 7.6

500 70.6 60.1 46.8 35.6 29.1 24.9 21.9 17.9 11.1 8

부록 - 56

<표1-54> 장흥(260) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 88.1 82 74.1 67.4 57.4 50.6 45.7 41.9 34.5 30

3 102.2 93.4 84.7 77.4 66.4 58.7 53 48.7 40.1 34.9

5 117.9 106.2 96.5 88.5 76.2 67.6 61.2 56.3 46.4 40.4

10 137.7 122.1 111.4 102.5 88.7 78.9 71.5 65.8 54.3 47.3

20 156.6 137.5 125.6 115.7 100.6 89.6 81.4 74.9 61.9 53.9

30 167.5 146.2 133.8 123.5 107.5 95.9 87 80.2 66.3 57.7

50 181.2 157.1 144 133.2 116.1 103.6 94.1 86.7 71.6 62.4

70 190.1 164.3 150.7 139.5 121.8 108.7 98.8 91 75.2 65.5

80 193.6 167.2 153.4 142 124 110.7 100.6 92.7 76.6 66.7

100 199.5 172.1 157.8 146.1 127.6 114 103.7 95.6 79 68.8

200 217.9 186.7 171.6 159.1 139.3 124.5 113.2 104.3 86.3 75.2

300 228.5 195.4 179.6 166.6 146 130.6 118.8 109.5 90.6 78.9

500 242 206.4 189.7 176.1 154.4 138.2 125.8 116 96 83.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.6 21.3 17.2 13.7 11.5 9.9 8.7 7.1 4 2.9

3 28.7 24.8 20.2 16.1 13.6 11.8 10.4 8.4 4.8 3.5

5 33.2 28.8 23.4 18.8 15.9 13.8 12.2 9.9 5.7 4.1

10 38.8 33.7 27.5 22.1 18.7 16.3 14.4 11.8 6.8 4.9

20 44.3 38.4 31.3 25.3 21.5 18.7 16.7 13.6 7.9 5.6

30 47.4 41.2 33.7 27.2 23.1 20.1 17.9 14.6 8.5 6.1

50 51.3 44.6 36.5 29.5 25.1 21.9 19.5 15.9 9.2 6.6

70 53.8 46.8 38.3 31 26.4 23.1 20.5 16.8 9.7 7

80 54.8 47.7 39 31.6 26.9 23.5 20.9 17.1 9.9 7.1

100 56.6 49.2 40.3 32.6 27.8 24.3 21.6 17.8 10.3 7.3

200 61.8 53.8 44.1 35.7 30.4 26.6 23.7 19.4 11.3 8.1

300 64.9 56.5 46.3 37.5 32 28 25 20.5 11.9 8.5

500 68.7 59.8 49 39.8 33.9 29.7 26.5 21.8 12.7 9

도로 배수시설 설계 및 관리 지침 부록 - 57

<표1-55> 해남(261) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 85.8 80.3 71.8 64.4 53.9 46.8 41.9 38.2 31.2 27.1

3 100.5 93.6 83.4 74.9 62.7 54.6 48.9 44.7 36.6 31.9

5 116.9 108.2 96.4 86.6 72.6 63.3 56.8 52 42.7 37.2

10 137.6 126.8 112.7 101.2 84.9 74.2 66.7 61.1 50.3 44

20 157.4 144.3 128.4 115.4 96.9 84.7 76.2 69.8 57.6 50.4

30 168.8 154.5 137.4 123.5 103.7 90.7 81.6 74.8 61.8 54.1

50 182.9 167.3 148.7 133.6 112.3 98.3 88.4 81.1 67 58.8

70 192.2 175.6 156.1 140.2 117.9 103.2 92.9 85.2 70.5 61.8

80 196 178.8 159 142.9 120.2 105.2 94.7 86.8 71.8 63

100 202.1 184.5 163.9 147.2 123.8 108.4 97.6 89.5 74.1 65

200 221.3 201.5 179 160.9 135.3 118.6 106.8 98 81.1 71.2

300 232.4 211.4 187.8 168.8 142 124.5 112.1 102.9 85.3 74.9

500 246.5 223.9 199 178.9 150.6 132 118.9 109.1 90.4 79.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 22.3 19.4 15.9 12.8 10.7 9.3 8.1 6.5 3.7 2.7

3 26.4 23.1 19 15.3 13 11.2 9.9 8 4.6 3.3

5 30.9 27 22.3 18.1 15.4 13.4 11.9 9.6 5.5 3.9

10 36.6 32.1 26.6 21.7 18.5 16.2 14.3 11.7 6.7 4.7

20 42 36.9 30.7 25.1 21.5 18.8 16.7 13.6 7.8 5.5

30 45.1 39.7 33.1 27.1 23.2 20.3 18.1 14.8 8.5 6

50 49.1 43.2 36 29.6 25.3 22.2 19.8 16.2 9.3 6.5

70 51.7 45.6 38 31.2 26.7 23.4 20.9 17.1 9.8 6.9

80 52.6 46.4 38.7 31.9 27.3 23.9 21.3 17.4 10 7.1

100 54.4 47.9 40 32.9 28.2 24.7 22 18.1 10.4 7.3

200 59.6 52.6 43.9 36.2 31.1 27.3 24.3 20 11.5 8.1

300 62.7 55.4 46.3 38.1 32.7 28.8 25.6 21 12.1 8.5

500 66.5 58.8 49.2 40.6 34.9 30.6 27.3 22.4 12.9 9.1

부록 - 58

<표1-56> 고흥(262) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 85.1 80.7 73.7 67.6 58.5 52 47.3 43.6 36.2 31.6

3 97.3 91.4 84.2 78 68.6 61.7 56.6 52.5 43.9 38.4

5 110.7 103.2 95.9 89.6 79.9 72.6 66.9 62.3 52.5 45.9

10 127.8 118 110.6 104.2 94.1 86.2 79.9 74.7 63.2 55.4

20 144.1 132.3 124.7 118.3 107.7 99.3 92.3 86.5 73.5 64.5

30 153.5 140.4 132.7 126.3 115.5 106.8 99.5 93.4 79.4 69.7

50 165.2 150.6 142.9 136.4 125.3 116.2 108.5 101.9 86.8 76.3

70 172.9 157.4 149.5 143 131.7 122.3 114.3 107.5 91.7 80.6

80 175.9 160 152.1 145.6 134.3 124.8 116.7 109.7 93.6 82.3

100 181 164.5 156.5 149.9 138.5 128.8 120.5 113.4 96.8 85.1

200 196.8 178.2 170.1 163.5 151.7 141.5 132.6 124.9 106.8 93.9

300 206 186.2 178.1 171.4 159.4 148.9 139.7 131.6 112.6 99

500 217.6 196.2 188.1 181.4 169.1 158.2 148.5 140 119.9 105.5

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 25.8 22.3 17.8 13.9 11.5 9.8 8.6 6.9 3.9 2.9

3 31.4 26.9 21.4 16.7 13.8 11.8 10.4 8.4 4.8 3.5

5 37.5 32.1 25.5 19.8 16.4 14.1 12.4 10 5.8 4.2

10 45.2 38.7 30.6 23.8 19.7 16.9 14.9 12.1 7.1 5.1

20 52.6 45 35.5 27.6 22.9 19.6 17.3 14.1 8.3 5.9

30 56.9 48.6 38.4 29.8 24.7 21.2 18.7 15.3 9 6.4

50 62.2 53.2 41.9 32.5 26.9 23.2 20.4 16.7 9.9 7.1

70 65.7 56.1 44.2 34.3 28.4 24.5 21.6 17.7 10.5 7.5

80 67.1 57.3 45.1 35 29 25 22.1 18 10.7 7.6

100 69.4 59.2 46.6 36.2 30 25.8 22.8 18.7 11.1 7.9

200 76.6 65.3 51.4 39.9 33 28.5 25.1 20.6 12.2 8.7

300 80.7 68.8 54.2 42 34.8 30 26.5 21.7 12.9 9.2

500 86 73.3 57.7 44.7 37.1 31.9 28.2 23.1 13.8 9.8

도로 배수시설 설계 및 관리 지침 부록 - 59

<표1-57> 봉화(271) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 104 89.1 78.5 70.2 58.4 50.5 44.8 40.5 32.2 27.2

3 120.7 103 90.4 80.8 67.2 58.1 51.6 46.7 37.2 31.7

5 139.4 118.3 103.8 92.7 77 66.5 59.1 53.5 42.8 36.6

10 162.9 137.8 120.6 107.5 89.2 77.1 68.5 62.1 49.9 42.8

20 185.4 156.1 136.7 121.9 101.1 87.3 77.6 70.4 56.6 48.7

30 198.4 167 145.9 130 107.7 93.1 82.8 75.1 60.6 52.2

50 214.6 180.3 157.5 140.3 116.2 100.4 89.3 81 65.4 56.4

70 225.2 189 165.1 147 121.7 105.2 93.6 84.9 68.6 59.2

80 229.4 192.6 168.1 149.6 123.9 107.1 95.3 86.5 69.9 60.3

100 236.4 198.3 173.1 154.1 127.6 110.3 98.1 89.1 72 62.2

200 258.2 216.1 188.7 167.9 139 120.1 106.9 97 78.5 67.8

300 270.9 226.7 197.7 175.9 145.6 125.8 112 101.7 82.3 71.2

500 286.9 239.8 209.2 186.1 154 133.1 118.4 107.6 87.1 75.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 21.5 18.3 14.4 11.3 9.5 8.2 7.2 5.9 3.5 2.6

3 25.3 21.6 17.2 13.7 11.5 10 8.9 7.3 4.3 3.1

5 29.4 25.3 20.4 16.4 13.9 12.1 10.7 8.8 5.1 3.6

10 34.7 29.9 24.4 19.7 16.8 14.6 13 10.6 6.1 4.2

20 39.6 34.4 28.2 22.9 19.6 17.1 15.2 12.4 7 4.9

30 42.5 37 30.4 24.7 21.1 18.5 16.5 13.5 7.6 5.2

50 46.1 40.2 33.1 27.1 23.2 20.3 18.1 14.8 8.3 5.7

70 48.5 42.3 34.9 28.6 24.5 21.5 19.1 15.6 8.8 6

80 49.4 43.1 35.6 29.2 25 21.9 19.5 16 9 6.1

100 51 44.5 36.8 30.2 25.9 22.7 20.2 16.5 9.3 6.3

200 55.8 48.8 40.5 33.3 28.6 25.1 22.3 18.2 10.2 6.9

300 58.6 51.3 42.6 35.1 30.1 26.5 23.6 19.3 10.7 7.3

500 62.2 54.5 45.4 37.4 32.1 28.2 25.1 20.5 11.4 7.8

부록 - 60

<표1-58> 영주(272) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 106.2 83.7 71.1 62.3 50.9 43.7 38.7 35 27.9 23.8

3 121.6 93.9 80 70.6 58.2 50.2 44.6 40.4 32.4 27.6

5 138.6 105.7 90 79.6 66.1 57.4 51.2 46.6 37.5 32

10 160 120.2 102.5 91 76.1 66.4 59.5 54.2 43.8 37.5

20 180.6 134.4 114.5 101.9 85.6 75 67.4 61.6 49.9 42.8

30 192.4 142.4 121.4 108.2 91.2 80 72 65.8 53.4 45.8

50 207.1 152.6 130.1 116.1 98 86.2 77.7 71.1 57.8 49.5

70 216.9 159.2 135.8 121.3 102.6 90.3 81.4 74.6 60.7 52

80 220.7 161.7 138 123.3 104.4 92 82.9 75.9 61.8 53

100 227.2 166.1 141.8 126.7 107.3 94.6 85.4 78.2 63.7 54.6

200 247 179.6 153.4 137.3 116.6 103 93.1 85.3 69.6 59.7

300 258.6 187.7 160.2 143.4 122 107.9 97.6 89.5 73.1 62.7

500 273.1 197.6 168.8 151.2 128.8 114 103.2 94.7 77.4 66.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 19 16.3 13 10.3 8.6 7.4 6.6 5.3 3.1 2.3

3 22.1 18.9 15.1 11.9 10 8.7 7.7 6.3 3.8 2.8

5 25.6 21.8 17.4 13.7 11.6 10.1 8.9 7.4 4.5 3.3

10 30 25.5 20.3 16 13.5 11.8 10.5 8.7 5.3 3.9

20 34.2 29.1 23.1 18.2 15.4 13.5 12 10 6.1 4.4

30 36.6 31.1 24.7 19.5 16.5 14.4 12.9 10.8 6.6 4.8

50 39.6 33.6 26.6 21.1 17.8 15.6 14 11.7 7.3 5.2

70 41.5 35.3 27.9 22.1 18.7 16.4 14.7 12.3 7.7 5.5

80 42.3 36 28.5 22.5 19 16.7 15 12.5 7.8 5.5

100 43.6 37 29.3 23.2 19.6 17.2 15.5 13 8.1 5.7

200 47.6 40.4 32 25.3 21.4 18.8 16.9 14.2 8.8 6.2

300 50 42.4 33.6 26.5 22.5 19.7 17.7 14.9 9.3 6.5

500 53 45 35.5 28.1 23.8 20.9 18.8 15.8 9.9 7

도로 배수시설 설계 및 관리 지침 부록 - 61

<표1-59> 문경(273) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 116.1 85.3 71.2 61.9 49.8 42.2 37 33.2 26.1 22

3 135.6 96 80 69.7 56.4 48.1 42.2 37.9 29.7 25

5 157.3 107.9 89.8 78.5 63.9 54.6 48.1 43.2 33.8 28.3

10 184.7 122.6 102.1 89.6 73.4 62.9 55.4 49.7 38.8 32.3

20 210.9 136.5 114 100.4 82.6 70.9 62.4 56 43.5 36.2

30 226 144.9 120.8 106.4 87.7 75.4 66.5 59.7 46.4 38.5

50 244.9 155 129.3 114.1 94.3 81.1 71.5 64.2 49.8 41.3

70 257.2 161.6 134.9 119.2 98.6 84.9 74.9 67.2 52 43.1

80 262.1 164.2 137.1 121.1 100.3 86.3 76.1 68.3 52.9 43.8

100 270.2 168.7 140.8 124.4 103.1 88.8 78.3 70.3 54.5 45.1

200 295.6 182.3 152.2 134.7 111.9 96.5 85.2 76.4 59.1 48.9

300 310.4 190.4 158.9 140.7 117 101 89.1 80 61.8 51

500 329.1 200.3 167.3 148.4 123.5 106.6 94.1 84.5 65.2 53.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 17.5 14.9 11.9 9.4 7.8 6.8 5.9 4.8 2.8 2.2

3 19.7 16.7 13.2 10.4 8.7 7.6 6.7 5.5 3.3 2.5

5 22.1 18.6 14.6 11.5 9.7 8.4 7.5 6.2 3.8 2.8

10 25.1 21 16.4 12.9 10.9 9.5 8.5 7.1 4.4 3.2

20 27.9 23.3 18.2 14.3 12.1 10.6 9.5 8 5 3.7

30 29.6 24.6 19.2 15 12.7 11.2 10.1 8.5 5.4 3.9

50 31.7 26.3 20.4 16 13.6 11.9 10.7 9.1 5.8 4.2

70 33 27.4 21.2 16.7 14.1 12.5 11.2 9.5 6.1 4.4

80 33.6 27.8 21.6 17 14.4 12.7 11.4 9.7 6.2 4.5

100 34.5 28.6 22.1 17.4 14.7 13 11.7 9.9 6.3 4.6

200 37.2 30.8 23.8 18.7 15.9 14 12.7 10.8 6.9 5

300 38.8 32.1 24.8 19.4 16.5 14.6 13.2 11.3 7.3 5.3

500 40.9 33.8 26.1 20.4 17.4 15.4 13.9 11.9 7.7 5.6

부록 - 62

<표1-60> 영덕(277) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 87.8 67.9 57.9 50.9 41.6 35.7 31.6 28.5 22.8 19.5

3 105.1 79.9 68 59.8 48.8 41.9 37 33.4 26.7 22.9

5 124.2 93.3 79.2 69.6 56.9 48.7 43.1 38.9 31.1 26.6

10 148.4 109.7 93.3 82.1 67.1 57.4 50.7 45.7 36.5 31.2

20 171.6 125.6 106.8 94 76.8 65.8 58 52.3 41.7 35.7

30 184.9 134.7 114.6 100.9 82.5 70.5 62.2 56 44.6 38.2

50 201.6 146.2 124.4 109.5 89.5 76.5 67.5 60.8 48.4 41.4

70 212.6 153.7 130.7 115.1 94.1 80.4 70.9 63.9 50.9 43.6

80 216.8 156.9 133.2 117.2 95.8 81.9 72.3 65.2 51.9 44.5

100 224.1 161.7 137.5 121 98.8 84.5 74.5 67.2 53.5 45.8

200 246.5 177 150.6 132.6 108.3 92.6 81.6 73.5 58.5 50.1

300 259.6 185.9 158.2 139.3 113.8 97.3 85.7 77.2 61.4 52.6

500 275.9 197.4 167.8 147.7 120.6 103.1 90.9 81.9 65.2 55.8

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 15.7 13.5 11 8.8 7.4 6.4 5.7 4.6 2.7 2

3 18.5 16 13 10.5 8.9 7.7 6.8 5.5 3.2 2.3

5 21.5 18.6 15.2 12.3 10.4 9.1 8 6.5 3.7 2.7

10 25.3 22 18 14.6 12.5 10.9 9.6 7.8 4.5 3.3

20 29 25.2 20.7 16.9 14.4 12.6 11.1 9.1 5.2 3.8

30 31.1 27.1 22.3 18.2 15.5 13.5 11.9 9.7 5.5 4.1

50 33.7 29.3 24.2 19.8 16.9 14.7 13 10.6 6 4.4

70 35.4 30.9 25.5 20.8 17.8 15.5 13.7 11.1 6.3 4.6

80 36.2 31.5 25.9 21.2 18.1 15.8 14 11.4 6.4 4.7

100 37.3 32.5 26.8 21.9 18.7 16.4 14.5 11.8 6.7 4.9

200 40.8 35.6 29.4 24.1 20.6 18 15.9 12.9 7.3 5.4

300 42.9 37.4 30.9 25.3 21.7 18.9 16.8 13.6 7.7 5.7

500 45.5 39.7 32.8 26.9 23 20.1 17.8 14.5 8.1 6

도로 배수시설 설계 및 관리 지침 부록 - 63

<표1-61> 의성(278) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 119.7 87.7 72.9 63.2 50.8 43.1 37.7 33.7 26.3 22

3 141.2 100.5 83.2 72.1 58 49.2 43.1 38.5 30 25.1

5 165.4 114.2 94.7 82.3 66.3 56.2 49.1 43.9 34 28.4

10 195.4 132.3 109.2 94.8 76.3 64.7 56.6 50.6 39.2 32.7

20 224.3 149.4 123 106.7 86 73 63.8 57.1 44.2 36.9

30 241 159.2 131 113.6 91.6 77.7 68 60.8 47.1 39.2

50 261.8 171.5 140.9 122.2 98.6 83.6 73.2 65.4 50.7 42.2

70 275.3 179.8 147.4 127.8 103.1 87.5 76.6 68.5 53.1 44.2

80 280.7 182.9 150.1 130.1 105 89.1 77.9 69.7 54 44.9

100 289.8 188.1 154.4 133.9 108 91.7 80.2 71.7 55.5 46.2

200 317.7 204.9 167.7 145.4 117.3 99.6 87.2 78 60.4 50.2

300 334.1 214.3 175.6 152.3 122.9 104.3 91.3 81.6 63.1 52.5

500 354.7 226.2 185.4 160.9 129.9 110.2 96.4 86.1 66.6 55.4

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 17.1 14.3 11.2 8.7 7.2 6.2 5.4 4.4 2.6 1.9

3 19.5 16.3 12.7 9.9 8.2 7 6.2 5 3 2.2

5 22.1 18.5 14.4 11.2 9.3 8 7.1 5.8 3.4 2.6

10 25.4 21.3 16.6 12.9 10.8 9.3 8.2 6.7 4 3

20 28.6 23.9 18.6 14.5 12.1 10.4 9.2 7.5 4.5 3.4

30 30.4 25.4 19.8 15.4 12.8 11.1 9.8 8 4.8 3.6

50 32.7 27.3 21.3 16.6 13.8 12 10.6 8.7 5.2 3.9

70 34.1 28.5 22.2 17.3 14.4 12.5 11.1 9.1 5.5 4.1

80 34.7 29 22.6 17.6 14.7 12.7 11.3 9.3 5.6 4.2

100 35.7 29.9 23.3 18.1 15.1 13.1 11.6 9.5 5.7 4.3

200 38.8 32.4 25.2 19.6 16.4 14.2 12.6 10.4 6.3 4.7

300 40.6 33.9 26.4 20.6 17.2 14.9 13.2 10.9 6.6 5

500 42.8 35.8 27.9 21.7 18.2 15.7 14 11.5 7 5.3

부록 - 64

<표1-62> 구미(279) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 118.6 86.5 72.1 62.4 49.7 41.7 36.2 32.2 24.9 20.9

3 139.2 100.9 83.7 72.2 57.1 47.8 41.4 36.7 28.2 23.5

5 162.2 117 96.7 83.2 65.6 54.6 47.1 41.7 31.8 26.4

10 191.2 136.8 113 97 76.2 63.2 54.4 48 36.4 30.1

20 219 155.5 128.7 110.4 86.5 71.5 61.3 53.9 40.7 33.6

30 234.9 166.6 137.7 118.1 92.3 76.2 65.2 57.3 43.2 35.6

50 254.9 180.2 148.9 127.6 99.6 82.1 70.2 61.7 46.3 38.1

70 267.9 189.4 156.3 133.8 104.4 86 73.5 64.5 48.4 39.8

80 273.1 192.8 159.2 136.3 106.3 87.5 74.8 65.6 49.2 40.4

100 281.8 198.6 164 140.5 109.5 90.1 76.9 67.5 50.5 41.5

200 308.7 217 179.2 153.4 119.4 98 83.6 73.2 54.7 44.9

300 324.3 227.7 188 160.9 125.1 102.7 87.5 76.6 57.1 46.8

500 344.1 241.1 199.1 170.4 132.4 108.6 92.4 80.9 60.2 49.3

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16.4 13.9 11.1 8.7 7.3 6.3 5.6 4.5 2.6 2

3 18.4 15.5 12.3 9.8 8.3 7.2 6.4 5.2 3.1 2.3

5 20.6 17.4 13.8 11 9.3 8.2 7.3 6 3.6 2.6

10 23.3 19.7 15.7 12.6 10.7 9.4 8.4 6.9 4.1 3

20 26 22 17.6 14.1 12.1 10.6 9.4 7.8 4.6 3.4

30 27.5 23.2 18.6 15 12.8 11.2 10 8.3 5 3.7

50 29.5 24.9 19.9 16 13.7 12 10.8 8.9 5.4 4

70 30.7 25.9 20.7 16.7 14.3 12.6 11.3 9.4 5.6 4.2

80 31.2 26.3 21.1 17 14.6 12.9 11.5 9.6 5.7 4.3

100 32 27 21.6 17.5 15 13.2 11.8 9.8 5.9 4.3

200 34.6 29.2 23.4 18.9 16.2 14.3 12.8 10.7 6.4 4.8

300 36.1 30.5 24.4 19.8 17 15 13.4 11.2 6.7 5

500 38 32.1 25.7 20.8 17.9 15.8 14.2 11.8 7.1 5.3

도로 배수시설 설계 및 관리 지침 부록 - 65

<표1-63> 영천(281) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 104.6 78.5 66.8 58.8 47.9 40.8 35.8 32.1 25 21

3 123.9 93 79.1 69.4 56.3 47.7 41.7 37.2 28.8 24

5 145.6 108.8 92.6 81.2 65.7 55.5 48.3 43 33 27.4

10 173.4 128.6 109.4 96 77.4 65.2 56.6 50.2 38.3 31.6

20 199.8 147.5 125.6 110.1 88.7 74.6 64.6 57.2 43.3 35.6

30 214.3 158.6 135 118.4 95.2 79.9 69.2 61.2 46.2 37.9

50 233.5 172.2 146.6 128.5 103.3 86.6 74.9 66.1 49.9 40.8

70 245.6 181.1 154.3 135.2 108.7 91.1 78.6 69.4 52.2 42.7

80 250.4 185 157.4 137.9 110.8 92.8 80.1 70.7 53.2 43.5

100 258.8 191 162.6 142.4 114.4 95.7 82.6 72.9 54.8 44.7

200 283 209.1 178.1 156.1 125.2 104.7 90.2 79.5 59.6 48.6

300 298.6 219.9 187.3 164.1 131.6 110 94.8 83.5 62.5 50.9

500 316.7 233.6 198.9 174.2 139.7 116.7 100.4 88.4 66.1 53.7

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 16.5 14 11.1 8.8 7.5 6.5 5.8 4.7 2.7 1.9

3 18.7 15.8 12.5 9.9 8.3 7.3 6.5 5.3 3.1 2.2

5 21.2 17.8 14 11.1 9.3 8.1 7.2 5.9 3.5 2.5

10 24.3 20.3 15.9 12.6 10.6 9.2 8.2 6.8 4 2.8

20 27.2 22.7 17.7 14 11.8 10.3 9.2 7.6 4.5 3.2

30 28.9 24.1 18.8 14.8 12.5 10.9 9.7 8 4.8 3.4

50 31 25.8 20.1 15.8 13.3 11.7 10.4 8.6 5.1 3.7

70 32.4 26.9 21 16.5 13.9 12.2 10.8 9 5.4 3.9

80 33 27.4 21.3 16.7 14.1 12.3 11 9.1 5.4 3.9

100 33.9 28.1 21.9 17.2 14.5 12.7 11.3 9.4 5.6 4

200 36.7 30.4 23.6 18.6 15.7 13.7 12.2 10.1 6.1 4.4

300 38.4 31.8 24.7 19.4 16.3 14.3 12.8 10.6 6.4 4.6

500 40.5 33.5 26 20.4 17.2 15 13.4 11.1 6.7 4.9

부록 - 66

<표1-64> 거창(284) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 105.2 79.3 68.2 60.6 50.1 43.2 38.2 34.5 27.5 23.4

3 121.2 90.9 78.4 69.8 57.9 50.1 44.4 40.2 32 27.2

5 139.1 103.8 89.7 80.1 66.7 57.8 51.3 46.5 37 31.5

10 161.6 120 104 93.1 77.8 67.5 60 54.3 43.3 36.8

20 183.2 135.5 117.6 105.4 88.4 76.8 68.4 61.9 49.4 41.9

30 195.5 144.7 125.5 112.5 94.4 82.1 73.2 66.3 52.9 44.9

50 211.1 155.7 135.4 121.5 102.1 88.8 79.1 71.7 57.2 48.6

70 221.3 163.1 141.8 127.3 107.1 93.2 83.1 75.3 60.1 51.1

80 225.3 165.9 144.4 129.7 109.1 95 84.6 76.7 61.2 52

100 232 170.9 148.6 133.5 112.3 97.8 87.2 79.1 63.1 53.5

200 252.9 185.9 161.8 145.5 122.5 106.8 95.3 86.4 68.9 58.5

300 265 194.8 169.5 152.4 128.5 112 99.9 90.7 72.4 61.5

500 280.3 205.9 179.3 161.3 136 118.7 105.9 96.1 76.7 65.1

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 18.7 16 12.8 10.2 8.6 7.5 6.7 5.4 3.2 2.4

3 21.7 18.5 14.9 11.8 10 8.7 7.7 6.3 3.7 2.8

5 25.1 21.4 17.1 13.6 11.4 9.9 8.8 7.2 4.2 3.2

10 29.3 25 19.9 15.8 13.3 11.5 10.2 8.3 4.9 3.7

20 33.4 28.4 22.6 17.9 15 13 11.5 9.4 5.5 4.2

30 35.7 30.4 24.1 19.1 16 13.9 12.3 10.1 5.9 4.4

50 38.6 32.8 26.1 20.7 17.3 15 13.3 10.8 6.4 4.7

70 40.6 34.5 27.4 21.7 18.2 15.8 13.9 11.4 6.7 4.9

80 41.3 35.1 27.9 22.1 18.5 16 14.2 11.6 6.8 5

100 42.5 36.1 28.7 22.7 19.1 16.5 14.6 11.9 7 5.1

200 46.5 39.5 31.3 24.7 20.7 18 15.9 13 7.6 5.6

300 48.8 41.4 32.9 26 21.8 18.9 16.7 13.6 8 5.9

500 51.7 43.9 34.8 27.5 23 19.9 17.6 14.4 8.4 6.2

도로 배수시설 설계 및 관리 지침 부록 - 67

<표1-65> 합천(288) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 109.6 84.4 73.1 65.4 54.9 47.9 42.7 38.8 31 26.3

3 126.4 97.5 84.7 76 64.1 56.1 50.2 45.7 36.7 31.2

5 145.1 112.1 97.6 87.8 74.4 65.2 58.5 53.4 43 36.6

10 168.6 130.3 113.9 102.7 87.2 76.7 68.9 62.9 50.8 43.4

20 191.2 147.8 129.4 116.9 99.6 87.7 78.9 72.1 58.4 49.9

30 204 157.9 138.4 125.1 106.7 94.1 84.7 77.5 62.8 53.7

50 220.2 170.5 149.5 135.3 115.5 102 91.9 84.1 68.2 58.4

70 230.9 178.8 156.9 142 121.4 107.2 96.6 88.4 71.7 61.4

80 235.2 181.9 159.8 144.7 123.7 109.3 98.5 90.1 73.2 62.6

100 242 187.7 164.6 149 127.4 112.6 101.6 93 75.6 64.7

200 263.9 204.6 179.7 162.8 139.4 123.3 111.3 101.9 82.9 71

300 276.6 214.4 188.4 170.8 146.4 129.5 116.9 107.1 87.1 74.7

500 292.6 226.9 199.5 180.9 155.1 137.3 124 113.7 92.5 79.3

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.8 17.6 13.8 10.8 9 7.7 6.8 5.6 3.3 2.4

3 24.7 20.9 16.4 12.7 10.6 9.2 8.1 6.6 3.9 2.8

5 29 24.5 19.2 15 12.4 10.7 9.5 7.7 4.5 3.2

10 34.5 29.2 22.9 17.8 14.8 12.7 11.2 9.1 5.3 3.8

20 39.7 33.6 26.4 20.5 17 14.6 12.8 10.4 6 4.3

30 42.7 36.2 28.4 22 18.3 15.7 13.8 11.2 6.5 4.6

50 46.5 39.3 30.9 24 19.8 17 15 12.1 7 5

70 48.9 41.4 32.5 25.2 20.9 17.9 15.8 12.7 7.4 5.3

80 49.9 42.3 33.2 25.8 21.3 18.3 16.1 13 7.5 5.4

100 51.6 43.7 34.2 26.6 22 18.9 16.6 13.4 7.7 5.5

200 56.6 47.9 37.6 29.2 24.1 20.7 18.2 14.7 8.4 6

300 59.6 50.4 39.6 30.7 25.4 21.8 19.1 15.4 8.9 6.3

500 63.3 53.6 42 32.6 27 23.1 20.3 16.4 9.4 6.7

부록 - 68

<표1-66> 밀양(288) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 111 85 72.5 64.1 53.2 46.1 41.2 37.4 30.1 25.8

3 130.3 98.1 83.4 73.9 61.4 53.5 47.8 43.5 35.1 30

5 151.8 112.4 95.7 84.9 70.8 61.7 55.2 50.3 40.6 34.7

10 178.7 130.9 111 98.5 82.3 71.9 64.5 58.8 47.6 40.7

20 204.5 148.5 125.8 111.6 93.5 81.7 73.3 66.9 54.1 46.3

30 219.5 158.5 134.3 119.2 99.9 87.5 78.5 71.6 58 49.6

50 238.2 171 144.9 128.8 108 94.6 84.9 77.5 62.7 53.7

70 250.2 179.5 151.9 134.8 113.2 99.2 89.1 81.4 65.9 56.4

80 255.1 182.5 154.6 137.4 115.4 101.1 90.8 82.9 67.1 57.4

100 263.1 188.2 159.2 141.4 118.7 104.1 93.5 85.4 69.2 59.2

200 288.1 204.9 173.5 154.3 129.6 113.7 102.1 93.3 75.5 64.6

300 302.7 215.1 181.8 161.6 135.8 119.2 107.2 97.9 79.4 67.9

500 321.2 227.4 192.3 170.9 143.8 126.2 113.5 103.7 84 71.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 20.7 17.6 14 11 9.2 7.9 6.9 5.6 3.2 2.3

3 24 20.5 16.2 12.7 10.6 9.2 8.1 6.6 3.8 2.7

5 27.8 23.6 18.8 14.7 12.3 10.6 9.4 7.7 4.5 3.2

10 32.5 27.6 21.8 17.1 14.3 12.4 11 9 5.3 3.8

20 37 31.4 24.8 19.5 16.3 14.1 12.5 10.3 6.1 4.4

30 39.6 33.6 26.5 20.8 17.4 15.1 13.4 11 6.6 4.7

50 42.8 36.3 28.7 22.6 18.9 16.4 14.6 12 7.2 5.2

70 45 38.1 30.1 23.6 19.8 17.2 15.3 12.6 7.6 5.4

80 45.8 38.8 30.7 24.1 20.2 17.5 15.6 12.8 7.7 5.6

100 47.2 40 31.6 24.8 20.8 18.1 16.1 13.3 8 5.7

200 51.5 43.7 34.5 27.1 22.7 19.8 17.6 14.5 8.7 6.3

300 54.1 45.9 36.2 28.4 23.8 20.7 18.4 15.2 9.2 6.6

500 57.3 48.5 38.3 30.1 25.2 21.9 19.5 16.2 9.8 7

도로 배수시설 설계 및 관리 지침 부록 - 69

<표1-67> 산청(289) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 114.4 85.1 70.7 62.1 52 46 41.9 38.9 32.8 29

3 131.4 96 79.6 70.1 59.3 53 48.7 45.5 38.9 34.6

5 150.3 108.1 89.4 79.1 67.5 60.9 56.3 52.9 45.8 41

10 174.1 123.6 102 90.4 77.8 70.7 65.9 62.2 54.4 49

20 197 138 114 101.3 87.8 80.2 75 71.1 62.5 56.5

30 210.1 146.7 120.8 107.4 93.3 85.6 80.3 76.2 67.3 61

50 226.5 157.3 129.5 115.2 100.4 92.4 86.8 82.6 73.3 66.5

70 237.4 164 135.1 120.4 105.1 96.8 91.1 86.7 77.1 70

80 241.6 166.9 137.4 122.4 106.9 98.6 92.9 88.4 78.7 71.5

100 248.8 171.2 141.1 125.8 110.1 101.5 95.7 91.2 81.2 73.8

200 270.9 185.6 152.7 136.2 119.6 110.6 104.5 99.8 89.2 81.2

300 283.7 193.9 159.5 142.3 125.1 115.9 109.7 104.8 93.8 85.5

500 300 204.2 168.1 150.2 132.2 122.7 116.1 111.1 99.6 90.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 24.2 21 17 13.5 11.3 9.8 8.7 7.1 4.2 3

3 29 25.3 20.5 16.3 13.6 11.8 10.4 8.5 5 3.6

5 34.5 30.1 24.3 19.2 16.1 13.9 12.3 10.1 6 4.2

10 41.4 36.2 29.2 23 19.2 16.6 14.7 12.1 7.2 5

20 47.9 41.9 33.8 26.6 22.2 19.2 17 14 8.3 5.8

30 51.8 45.3 36.5 28.7 23.9 20.7 18.3 15.1 9 6.2

50 56.5 49.4 39.8 31.3 26.1 22.6 20 16.5 9.8 6.7

70 59.6 52.1 42 33 27.5 23.8 21.1 17.4 10.4 7.1

80 60.9 53.2 42.9 33.7 28.1 24.3 21.5 17.7 10.6 7.2

100 62.9 55 44.4 34.8 29 25.1 22.2 18.3 10.9 7.4

200 69.3 60.6 48.8 38.3 31.9 27.6 24.5 20.1 12 8.1

300 73 63.8 51.4 40.3 33.6 29.1 25.8 21.3 12.7 8.5

500 77.7 68 54.8 43 35.8 30.9 27.4 22.5 13.5 9.1

부록 - 70

<표1-68> 거제(294) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 129 98.1 83.1 73.5 61.7 54.4 49.4 45.6 38.3 33.8

3 148.6 111.3 94.3 83.7 70.7 62.7 57 52.8 44.5 39.3

5 170.4 126 106.7 95 80.7 71.8 65.5 60.8 51.3 45.3

10 197.8 144.3 122.4 109.3 93.3 83.3 76.3 70.8 59.8 52.9

20 224.2 161.8 137.4 123 105.5 94.4 86.5 80.4 68 60.1

30 239.4 171.9 146.1 130.9 112.4 100.8 92.4 85.9 72.7 64.3

50 258.3 184.7 156.9 140.7 121.1 108.7 99.8 92.9 78.7 69.5

70 270.7 193 164 147.2 126.8 113.9 104.6 97.4 82.5 72.9

80 275.6 196.2 166.8 149.7 129 116 106.5 99.2 84.1 74.3

100 283.8 201.8 171.4 154 132.8 119.4 109.7 102.2 86.6 76.5

200 309.2 218.9 186 167.2 144.4 130 119.6 111.4 94.6 83.6

300 324.1 228.8 194.5 174.9 151.2 136.2 125.3 116.8 99.1 87.7

500 342.7 241.4 205.2 184.6 159.8 144.1 132.6 123.7 105 92.9

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 28.3 24.8 20.3 16.2 13.5 11.6 10.2 8.1 4.5 3.2

3 32.8 28.7 23.5 18.9 15.9 13.7 12.1 9.8 5.5 3.9

5 37.8 33.1 27.1 21.8 18.5 16.1 14.3 11.7 6.8 4.7

10 44.1 38.5 31.6 25.5 21.8 19.1 17.1 14.1 8.2 5.6

20 50.1 43.8 36 29.2 24.9 21.9 19.6 16.3 9.6 6.5

30 53.6 46.8 38.4 31.2 26.7 23.6 21.1 17.6 10.4 7

50 57.9 50.6 41.5 33.8 29 25.6 23 19.3 11.5 7.7

70 60.8 53.1 43.6 35.5 30.4 26.9 24.2 20.3 12.1 8.1

80 61.9 54.1 44.4 36.2 31.1 27.5 24.7 20.8 12.4 8.3

100 63.7 55.7 45.7 37.3 32 28.4 25.6 21.5 12.8 8.5

200 69.6 60.8 50 40.7 35.1 31.1 28.1 23.6 14.2 9.4

300 73 63.8 52.4 42.8 36.8 32.7 29.5 24.9 15 10

500 77.3 67.5 55.5 45.3 39.1 34.7 31.4 26.6 16.1 10.6

도로 배수시설 설계 및 관리 지침 부록 - 71

<표1-69> 남해(295) 지점의 확률강우량

Duration(min)

ARI(yr) 5 10 15 20 30 40 50 60 90 120

2 118.5 94.9 81.7 73 61.8 54.8 49.8 46 38.5 33.8

3 136.9 107.7 92.4 82.5 70 62.2 56.7 52.6 44.4 39.2

5 157.3 121.9 104.2 93 79.1 70.5 64.5 59.9 50.9 45.2

10 183 140.1 119 106.1 90.4 80.9 74.2 69.2 59.1 52.7

20 207.6 157.5 133.3 118.7 101.3 90.8 83.6 78.1 67.1 60

30 221.9 167.2 141.5 126 107.7 96.6 88.9 83.2 71.5 64.1

50 239.5 179.8 151.7 135 115.5 103.8 95.7 89.6 77.3 69.3

70 251.1 187.8 158.4 141 120.6 108.4 100 93.7 81 72.7

80 255.7 191.1 161.1 143.4 122.7 110.3 101.8 95.4 82.5 74.1

100 263.4 196.6 165.6 147.3 126 113.4 104.7 98.2 84.9 76.4

200 287.2 213.3 179.3 159.4 136.5 123 113.8 106.8 92.6 83.4

300 301.1 223.1 187.3 166.6 142.7 128.7 119 111.8 97.1 87.5

500 318.7 235.4 197.5 175.6 150.5 135.7 125.7 118.1 102.7 92.6

ARI(yr) 180 240 360 540 720 900 1080 1440 2880 4320

2 28 24.3 19.8 15.7 13.2 11.4 10.1 8.2 4.7 3.3

3 32.7 28.6 23.3 18.5 15.5 13.4 11.8 9.6 5.5 3.9

5 37.9 33.2 27.2 21.7 18.2 15.7 13.8 11.2 6.4 4.6

10 44.5 39.1 32 25.6 21.5 18.6 16.4 13.3 7.6 5.4

20 50.7 44.6 36.6 29.3 24.6 21.3 18.7 15.2 8.7 6.1

30 54.4 47.9 39.3 31.5 26.5 22.9 20.1 16.3 9.3 6.6

50 58.9 51.9 42.7 34.2 28.7 24.8 21.9 17.7 10.1 7.1

70 61.8 54.6 44.9 36 30.2 26.1 23 18.6 10.6 7.5

80 63.1 55.7 45.8 36.7 30.8 26.6 23.5 19 10.8 7.6

100 65 57.4 47.2 37.8 31.7 27.4 24.2 19.6 11.2 7.9

200 71.1 62.8 51.7 41.5 34.8 30.1 26.6 21.6 12.3 8.6

300 74.7 66 54.3 43.6 36.6 31.6 27.9 22.7 12.9 9

500 79.2 70 57.7 46.3 38.9 33.6 29.6 24 13.7 9.6

 
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17 201909_도로 배수시설 설계 및 관리지침_참고문헌및부록표지 file 사이트관리자 2019.11.12 88
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15 201909_도로 배수시설 설계 및 관리지침_부록2 file 사이트관리자 2019.11.12 61
14 201909_도로 배수시설 설계 및 관리지침_부록3 file 사이트관리자 2019.11.12 61
13 201308_도로의_구조시설에_관한_규칙_해설_00장_표지및목차 file 사이트관리자 2019.11.12 161
12 201308_도로의_구조시설에_관한_규칙_해설_01장_총칙 file 사이트관리자 2019.11.12 186
11 201308_도로의_구조시설에_관한_규칙_해설_02장_도로의구분과접근관리 file 사이트관리자 2019.11.12 305
10 201308_도로의_구조시설에_관한_규칙_해설_03장_계획교통량및설계속도 file 사이트관리자 2019.11.12 209
9 201308_도로의_구조시설에_관한_규칙_해설_04장_횡단구성 file 사이트관리자 2019.11.12 422
8 201308_도로의_구조시설에_관한_규칙_해설05장도로의선형 file 사이트관리자 2019.11.12 20284
7 201308_도로의_구조시설에_관한_규칙_해설_06장평면교차 file 사이트관리자 2019.11.12 363
6 201308_도로의_구조시설에_관한_규칙_해설_07장입체교차 file 사이트관리자 2019.11.12 441
5 201308_도로의_구조시설에_관한_규칙_해설_08장포장교량터널 file 사이트관리자 2019.11.12 119
4 201308_도로의_구조시설에_관한_규칙_해설_09장도로의안전시설 file 사이트관리자 2019.11.12 213
3 201308_도로의_구조시설에_관한_규칙_해설_10장부대시설 file 사이트관리자 2019.11.12 447
2 201308_도로의_구조시설에_관한_규칙_해설_부록_이전구조령 file 사이트관리자 2019.11.12 140
1 201308_도로의_구조시설에_관한_규칙_해설_참고문헌및편집위원 file 사이트관리자 2019.11.11 193