PERHITUNGAN HIDROLOGI

Data Hujan Harian

Stasiun : JorongKabupaten : Tanah LautTahun :1991

TanggalBanyaknya Hujan (mm)

Jan Peb Mar Apr Mei Jun Jul Agt Sep1 11.2 17.1 40.12 28.2 19.23 42.14 40.25 20.2 16.2 25.16 27.37 20.1 12.28 11.2 26.39 22.3 10.210 23.2 36.211 30.2 43.212 16.1 45.213 18.1 42.114 40.215 9.1 35.116 32.2 27.317 14.2 18.318 29.119 17.2 45.120 25.221 19.2 21.2 40.222 18.1 35.223 25.1 10.22425 10.226 12.2 9.2 20.327 20.3 19.1 18.228 27.229 30.130 32.231

Jumlah 88 161 128 194 697 38 0 0 0Max 25.1 30.2 25.2 32.2 45.2 27.3 0.0 0.0 0.0

Sumber : PU Provinsi Kalsel

Data Hujan Harian

Stasiun : JorongKabupaten : Tanah LautTahun : 1992


Jan Peb Mar Apr Mei Jun Jul Agt Sep12345678910111213141516171819202122232425262728293031

Jumlah 0 0 0 0 0 0 0 0 0Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep12345678910111213141516171819202122232425262728293031

Jumlah 0 0 0 0 0 0 0 0 0Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep

1 20.5 40.1 10.0 31.32 10.3 32.0 10.0 23.5 60.03 7.1 56.2 10.3 15.4 45.2 75.44 49.5 15.4 15.2 5.5 30.55 9.4 42.1 60.2 21.26 70.4 55.1 10.4 46.17 16.0 73.0 46.0 20.78 30.2 11.39 5.5 75.4 70.210 60.0 50.011 11.3 15.312 10.0 20.0 39.0 50.513 30.2 32.4 20.714 71.2 18.0 55.115 50.016 45.3 56.5 5.217 70.0 60.2 45.218 15.5 39.019 2.1 55.020 3.2212223 80.9242526 55.127 43.228 47.5 47.52930 24.031

Jumlah 0 559 743 454 72 312 317 0 0Max 0.0 80.9 75.4 70.2 20.7 56.5 75.4 0.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 33.5 30.4 50.5 70.1 50.3 10.02 26.4 25.5 15.3 30.23 15.2 35.5 3.3 65.4

4 41.2 50.5 10.3 11.55 60.4 36.3 5.0 10.06 55.5 55.4 36.0 60.0 20.37 66.2 72.4 40.4 21.48 26.0 70.3 80.5 45.2 65.2 50.39 73.4 46.4 47.6 30.2 31.210 56.0 55.2 20.3 70.0 25.411 40.0 71.0 20.212 66.5 63.4 25.513 77.0 54.5 72.014 77.2 41.3 81.315 80.3 52.216 22.3 31.017 63.0 68.918 68.5 51.21920 7.021 15.0 66.3 87.522 44.023 59.2 41.324 46.0 40.3 28.425 39.5 54.426 51.0 75.427 67.2 77.528 48.0 68.4 28.2 65.029 36.2 55.0 33.430 44.0 44.231

Jumlah 977 816 0 574 591 440 387 267 207Max 80.3 77.5 0.0 71.0 81.3 75.4 87.5 65.4 50.3


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 76.0 50.4 18.5 31.2 31.1 46.4 40.32 50.0 52.4 83.53 56.4 50.5 10.04 31.2 52.2 12.45 33.56 31.0 10.5

7 36.58 40.39 44.2 30.0 30.2 73.510 61.311 30.012 80.0 66.2 60.4 49.5 11.013 70.01415 44.616 30.0 25.3 14.517 16.51819 55.020 50.0 57.2 61.3 10.0 44.321 71.0 75.4 20.022 21.52324 48.0 70.0 56.4 45.525 59.4 56.0 36.4 31.2 40.026 31.0 42.0 52.427 30.0 60.0 51.2 15.0 73.5 15.028 21.5 40.0 20.4 75.029 40.0 10.0 14.030 90.2 14.3 65.4 33.031

Jumlah 501 315 542 220 348 490 358 358 151Max 80.0 71.0 70.0 90.2 75.4 73.5 83.5 75.0 40.3


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 40.3 12.5 46.5 42.12 33.4 10.434 10.3 16.5 30.55 25.26 30.57 55.0 53.58 77.0 49.3 11.39 40.3 19.5

10 30.2 61.011 15.3 46.512 12.413 25.514 18.4 15.41516 8.217 51.0 10.51819 30.520 10.021 15.0 23.5 73.522 31.2 22.1 15.02324 70.025 14.02627 35.5 20.428 33.529 10.53031

Jumlah 421 191 146 323 60 0 0 103 59Max 77.0 70.0 53.5 73.5 25.5 0.0 0.0 42.1 46.5


Data Hujan Harian

Stasiun : JorongKabupaten : Tanah LautTahun


Jan Peb Mar Apr Mei Jun Jul Agt Sep1 51.5 45.5 16.023 12.445 31.4 45.56 20.27 15.58 31.5 58.39 15.410 32.5 35.41112 33.4 55.2

: 1998

1314 11.0 51.515 32.0 33.51617 40.518 19.3 40.3 44.01920 18.5 32.3 58.0 31.421 45.522 32.0 16.323 35.0 44.2 55.0 18.524 65.5 53.025 45.5 50.52627 70.52829 89.5 15.530 30.431 29.3

Jumlah 303 199 204 212 214 152 239 87 0Max 89.5 45.5 50.5 58.3 65.5 55.0 70.5 51.5 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 5.0 22.42 7.5 39.53 37.24 44.3 44.35 12.2 12.2 21.56 31.3 25.57 29.5 29.5 22.5 24.58 24.1 32.39 26.41011 11.51213 21.514 45.1 41.2 45.1 30.5 33.215 58.5

: 1999

16 27.517 24.4 17.3 24.418 21.5 21.0 21.519 26.020 11.5 33.52122 35.2 35.2232425 11.4262728 2.0 11.0 22.0 21.0 14.529 15.530 10.231

Jumlah 214 212 234 0 0 0 0 261 264Max 45.1 58.5 45.1 0.0 0.0 0.0 0.0 39.5 33.2


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 10.5 10.2 29.3 29.52 8.0 15.5 5.3 11.23 7.4 25.4 5.5 5.5 12.4 12.04 11.5 11.2 14.5 25.2 4.05 15.3 0.5 3.2 8.3 11.26 35.5 15.0 10.0 2.5 5.27 5.5 2.58 11.5 11.2 10.2 1.29 12.4 25.5 16.5 14.510 11.2 6.1 8.011 4.5 5.5 21.212 32.0 6.413 3.0 9.3 9.0 7.314 7.4 15.5 10.0 22.2 9.015 10.0 21.5 31.5 2.016 6.3 11.1 11.2 4.217 9.3 22.1 4.4 10.0 6.1 15.4 0.518 5.4 3.5 17.2

: 2000

19 10.5 9.5 8.0 10.220 20.4 13.3 7.3 2.0 5.221 11.4 10.5 28.5 7.4 3.0 42.022 3.5 5.0 4.1 6.523 20.0 25.5 11.0 5.024 7.4 3.4 6.2 10.5 3.525 5.5 9.1 9.126 10.0 9.2 25.3 7.2 6.0 15.027 40.4 5.1 12.3 13.228 9.0 32.5 1.0 16.129 15.3 7.0 1.530 26.431 22.0

Jumlah 271 128 181 119 132 165 98 197 160Max 40.4 32.5 29.3 28.5 25.3 29.5 22.2 42.0 26.4


Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des

2.1

1.20.3

1.71.23.3

14.3 1.210.7

11.4

2.03.5

14.43.0

10.08.4 1.0

0.834.1

0 53 710.0 14.4 34.1

Data Hujan Harian


0 0 00.0 0.0 0.0

Data Hujan Harian


0 0 00.0 0.0 0.0

Data Hujan Harian


0 0 00.0 0.0 0.0

Data Hujan Harian


36.4

51.0

66.0

52.4 72.063.4 43.0

39.450.0

33.0 64.370.256.4

7.5 44.0 34.065.430.032.3 55.050.0 61.0

73.020.045.0

71.133.456.0

12.3

60 516 81252.4 71.1 73.0

Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des5.8 30.562.1 33.3 47.0

11.5 29.516.6 56.349.7 44.040.6 38.5

33.9 10.4 33.441.4 25.0 20.057.18.320.715.743.9 10.0

14.273.246.4 37.521.0 19.3

33.9 11.321.53.312.131.5 54.529.8 9.2

22.4 55.4

12.432.0 14.026.3

61.5

563 504 36162.1 73.2 61.5

Data Hujan Harian


12.052.535.2

51.5 27.0

21.012.0

31.5 57.045.4 46.5

41.3

65.532.0 46.5

52.315.4 55.525.5 21.3

71.0 73.2

60.464.328.020.531.2

39.5

184 384 56752.3 71.0 73.2

Data Hujan Harian


46.5 11.333.530.3

55.5 15.5 55.425.2

12.4 31.310.0

40.321.026.5 39.3

45.0

30.043.4

11.5

10.040.5

227 114 29455.5 46.5 55.4

Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des49.5 31.2 10.537.4 30.0 11.359.4 25.0 11.040.2

34.4 15.3

21.5 33.5

29.5 32.315.2 22.3

24.1 22.031.1

25.415.0 40.4

20.224.122.3 24.5

60.0 20.0

40.048.0

30.2

22.415.016.4

370 346 29560.0 40.0 40.4

Data Hujan Harian


0.5 10.45.2 16.2

4.4 3.4 5.58.1

7.511.2

21.4 20.412.516.3 15.3

11.55.5 8.03.2 6.3 11.015.1 7.4 23.2

12.0 7.513.4

5.218.0 3.59.5 4.441.2 2.519.14.4

9.5 5.5 8.410.0 10.2

15.2 3.2 9.018.4 11.3 6.131.5 9.1 5.014.28.2194 186 18531.5 41.2 23.2

Data Hujan Harian

Stasiun : Tanah Ambungan (PG Pelaihari)Kabupaten : Tanah LautTahun


Jan Peb Mar Apr Mei Jun Jul Agt Sep1 21.0 10.0 12.0 12.0 1.02 2.0 31.0 17.03 58.0 27.04 16.0 22.0 2.0 17.0 1.05 11.06 4.0 32.0 9.07 10.0 5.0 37.089 30.010 5.0 7.0 5.011 7.0 1.0 1.012 19.0 12.0 18.013 2.0 3.0 6.0 1.014 4.0 1.0 8.015 1.016 42.017 80.0 1.0 25.018 47.0 26.0 17.019 18.0 30.0 28.020 3.0 2.0 10.021 3.0 46.0 11.0 37.022 13.0 13.0 2.0 14.0 48.023 27.0 9.0 4.0 105.0 29.024 4.0 14.0 1.025 5.0 2.0 9.0 19.026 12.0 14.0 35.0 16.027 1.0 2.028 22.0 9.029 7.0 25.0 5.030 10.0 46.0 1.031 29.0 1.0 13.0

Jumlah 476 203 267 248 244 20 9 13 0Max 80.0 32.0 46.0 105.0 48.0 17.0 8.0 13.0 0.0


Data Hujan Harian

: 1991



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 104.0 16.0 58.0 36.0 10.0 2.02 35.0 107.0 55.0 10.0 17.03 2.0 9.0 1.0 60.0 20.0 10.04 10.0 5.0 3.05 4.0 19.0 9.0 19.0 1.06 8.0 11.0 9.07 1.0 10.0 7.08 3.0 9.0 20.0 17.09 17.0 15.0 10.0 10.0 2.010 36.0 48.0 5.0 20.011 4.0 1.012 40.0 2.0 4.0 2.0 10.0 25.013 5.0 9.0 12.0 1.0 11.014 10.0 37.0 1.0 1.01516 14.0 29.017 3.0 24.0 1.018 7.0 2.0 6.0 2.019 2.0 21.0 9.0 2.020 7.0 13.0 2.0 4.021 7.0 24.0 1.0 7.022 5.0 29.0 1.023 1.0 28.0 7.024 5.0 58.0 4.0 1.0 18.0 4.0 7.0 3.025 1.0 4.0 7.0 6.026 18.0 4.0 2.0 74.0 7.027 3.0 5.028 16.0 1.0 2.0 10.029 5.0 9.0 1.0 10.030 4.0 2.0 32.0 30.031 2.0 5.0 5.0

Jumlah 206 431 266 243 271 108 43 27 83Max 40.0 107.0 55.0 60.0 74.0 32.0 25.0 7.0 30.0


Data Hujan Harian


: 1992

: 1993


Jan Peb Mar Apr Mei Jun Jul Agt Sep1 3.0 23.0 29.0 5.0 63.0 11.02 14.0 20.0 1.0 7.03 6.0 16.0 19.0 14.0 33.0 9.04 28.0 21.0 60.0 42.0 61.05 1.0 2.0 84.0 46.0 28.06 22.0 25.0 15.0 34.07 5.0 57.0 1.0 20.0 2.08 3.0 2.0 2.0 3.09 19.0 1.0 1.010 4.0 6.0 11.0 26.011 5.0 7.0 4.0 21.0 13.012 4.0 29.0 16.0 1.0 5.0 2.013 2.0 14.0 11.0 1.014 8.0 10.0 2.0 1.015 2.0 29.0 17.0 19.0 6.016 84.0 4.0 13.017 2.0 1.0 8.0 11.018 86.0 19.0 14.0 55.0 3.0 52.0 4.019 22.0 1.0 7.0 1.020 47.0 28.0 2.0 7.0 5.021 7.0 3.0 4.0 12.0 8.022 62.0 7.0 6.0 2.023 6.0 3.0 19.024 3.0 5.025 11.0 1.0 27.026 4.0 7.0 7.027 1.0 8.0 5.0 3.0 1.028 1.0 8.0 7.0 3.029 3.0 24.0 19.0 8.030 25.0 34.0 25.0 13.031 19.0 7.0

Jumlah 415 283 320 282 321 366 37 4 0Max 86.0 57.0 84.0 60.0 46.0 63.0 11.0 4.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep

: 1994

1 10.0 34.0 42.0 2.0 19.02 26.0 37.0 120.0 1.03 6.0 3.0 7.0 26.04 37.05 7.0 62.0 2.06 14.0 47.07 4.0 84.0 1.08 19.0 18.0 12.0 10.09 11.0 19.0 1.0 5.0 1.0 16.010 3.0 38.0 8.0 28.011 4.0 5.0 1.0 2.0 27.012 8.0 3.0 9.0 12.0 1.013 11.0 71.014 39.0 29.015 9.0 2.0 23.016 59.017 12.0 7.018 3.0 3.019 8.0 5.0 22.0 7.020 3.021 16.0 3.0 25.022 5.0 1.023 63.0 2.024 74.0 14.0 5.025 22.0 16.0 58.026 6.0 1.0 2.0 31.027 5.0 29.0 95.028 29.0 3.0 3.0 2.0 39.029 3.0 15.0 1.0 5.030 32.0 10.0 5.0 10.0 70.031

Jumlah 423 326 233 195 73 550 20 45 0Max 74.0 84.0 62.0 42.0 37.0 120.0 19.0 28.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 70.0 23.0 37.0 2.0 9.0 49.02 2.0 2.0 1.0 1.03 6.0 49.0 44.0 5.0 9.0

: 1995

4 10.0 20.0 14.0 13.0 9.0 7.0 8.05 6.0 23.0 3.0 16.0 77.06 26.0 49.0 9.0 41.0 10.07 5.0 4.0 3.0 5.0 15.0 13.0 12.08 1.0 8.0 9.0 1.0 3.09 10.0 2.010 38.0 4.0 3.0 7.0 1.0 51.011 79.0 19.0 9.0 10.0 21.012 1.0 2.0 9.0 6.0 11.0 7.0 2.013 2.0 20.0 3.014 10.0 9.0 7.0 1.0 2.0 6.015 1.0 1.0 3.0 5.0 28.016 9.0 9.0 14.017 2.018 47.0 3.0 7.0 3.019 7.0 3.0 45.0 6.0 2.0 25.020 19.0 3.0 1.0 1.0 4.0 32.0 9.021 29.0 29.0 44.0 31.0 10.022 90.0 79.023 7.0 9.0 31.0 1.0 1.024 2.0 6.0 2.0 8.025 1.0 3.0 23.0 1.0 67.0 9.026 2.0 8.0 9.0 2.027 59.0 9.0 13.028 27.0 37.0 2.0 3.029 6.0 4.0 40.030 2.0 33.0 74.0 9.0 3.0 3.031 4.0

Jumlah 439 238 267 457 149 245 189 124 94Max 90.0 59.0 49.0 79.0 41.0 40.0 67.0 77.0 49.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 3.0 16.0 1.0 1.0 3.0 7.02 9.0 29.0 4.0 45.0 6.0 25.0 9.03 5.0 14.0 52.0 8.04 29.0 2.0 51.0 5.05 26.0 7.0 5.0 2.06 6.0 8.0 6.0 8.0 19.0 1.0

: 1996

7 64.0 40.0 4.0 4.08 44.0 24.0 1.0 9.09 27.0 1.0 5.010 19.0 12.0 1.011 24.0 43.0 1.012 1.0 18.0 5.0 59.013 1.0 4.0 9.0 2.0 1.014 3.0 14.0 1.015 1.0 10.0 18.0 23.016 6.0 25.0 8.0 8.017 1.0 6.018 110.0 1.0 1.0 9.019 49.0 1.0 1.0 10.0 3.020 3.0 19.0 5.0 6.0 6.0 5.021 1.0 7.0 1.0 19.022 5.0 11.0 19.0 11.0 1.0 25.023 65.0 9.0 5.0 1.024 7.0 2.0 1.0 9.0 1.025 39.0 16.0 1.0 1.026 1.0 4.0 2.0 4.027 16.0 1.0 1.0 2.028 34.0 16.0 22.0 5.029 9.0 22.0 3.0 6.0 1.030 3.0 2.0 2.0 3.031 10.0 2.0 9.0

Jumlah 475 416 121 94 83 164 143 64 65Max 110.0 43.0 25.0 14.0 45.0 52.0 59.0 23.0 25.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 7.0 1.0 9.0 4.0 85.02 6.0 25.0 9.0 2.03 5.0 1.0 13.0 2.04 9.0 10.0 1.05 1.0 30.0 9.0 39.0 3.06 39.0 2.07 28.0 15.0 3.0 1.08 7.0 2.0 54.0 28.09 2.0 3.0

: 1997

10 3.011 11.0 7.0 8.012 15.0 4.013 19.0 38.0 7.014 14.0 1.0 99.015 9.016 99.0 1.0 19.0 1.017 1.0 1.0 3.018 2.0 11.019 9.0 9.020 22.0 9.021 29.0 1.022 6.0 8.023 13.024 49.0 3.0 9.025 1.026 3.0 3.027 69.0 9.0 12.028 4.0 3.029 19.0 2.0 9.030 9.0 3.0 10.031

Jumlah 433 162 55 272 106 34 89 0 0Max 99.0 38.0 19.0 99.0 39.0 10.0 85.0 0.0 0.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 14.0 0.4 68.0 2.0 6.02 4.0 1.0 7.8 2.0 7.03 2.0 3.0 3.0 10.04 29.0 14.0 17.8 3.0 29.05 3.0 12.0 30.0 1.0 14.06 4.0 17.0 24.0 110.0 8.07 29.0 16.0 23.0 6.0 4.0 1.0 1.08 1.0 42.0 4.0 9.09 55.0 1.0 1.0 13.0 28.0 44.010 7.0 2.5 29.0 29.0 48.011 8.0 35.0 41.0 155.0 7.012 22.0 18.0 8.0 1.0

: 1998

13 17.0 7.0 72.0 42.0 9.014 4.0 88.0 12.0 17.0 19.015 1.0 32.0 75.0 18.0 28.0 2.0 7.0 1.016 9.0 1.0 2.0 1.017 17.0 33.0 1.0 2.0 103.018 16.0 55.0 21.0 3.0 2.019 16.0 32.0 1.0 6.0 31.0 1.020 93.0 9.0 43.0 3.0 11.021 17.0 5.0 9.0 1.022 3.0 26.0 12.0 6.0 17.023 1.0 17.0 33.0 32.024 4.0 0.6 38.0 39.025 39.0 2.0 76.0 0.5 21.0 53.0 1.026 42.0 0.5 11.0 167.0 12.0 4.027 6.0 20.0 6.028 14.0 65.0 2.0 4.029 33.0 12.0 9.030 10.0 2.0 19.0 2.031 6.0 37.0 2.0

Jumlah 237 261 221 542 442 398 251 336 349Max 55.0 93.0 42.0 88.0 155.0 167.0 65.0 110.0 103.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 90.0 8.0 20.0 3.0 4.02 75.0 21.0 12.0 16.03 124.0 1.0 3.0 4.04 64.0 8.0 20.0 1.05 62.0 2.0 9.0 15.06 3.0 9.0 1.0 1.07 3.0 2.0 8.0 27.0 2.08 2.0 7.0 24.0 8.0 0.59 4.0 5.0 2.010 14.0 2.0 1.0 17.0 3.0 1.011 2.0 59.0 16.012 21.0 18.0 14.0 3.0 2.013 2.0 2.0 8.0 39.0 3.014 20.0 16.0 5.015 123.0 48.0 27.0 5.0 32.0

: 1999

16 42.0 5.0 1.0 25.0 4.017 25.0 45.0 4.0 8.0 11.0 3.0 3.018 9.0 49.0 18.019 10.0 12.0 16.0 40.0 7.0 4.020 7.0 15.0 9.0 21.021 3.0 31.0 5.022 6.0 19.0 6.0 3.0 1.523 22.0 106.0 7.0 3.0 1.024 10.0 4.0 2.025 18.0 14.0 3.026 30.0 19.0 1.027 24.0 49.0 9.0 7.0 4.028 3.0 4.0 3.0 35.0 23.029 11.0 3.030 2.0 14.0 7.031 6.0 2.0

Jumlah 720 483 310 210 178 24 29 38 95Max 124.0 106.0 59.0 39.0 40.0 7.0 15.0 35.0 32.0


Data Hujan Harian



Jan Peb Mar Apr Mei Jun Jul Agt Sep1 15.0 2.0 20.0 25.02 3.0 1.0 26.0 14.03 4.0 81.0 45.0 23.0 10.04 2.0 17.0 27.05 1.0 6.0 2.0 6.06 13.0 12.0 3.0 14.0 2.07 99.0 13.0 27.0 1.0 2.0 37.0 1.0 3.08 44.0 1.0 36.0 1.0 7.09 7.0 36.0 49.0 1.010 35.011 1.0 10.012 56.013 8.0 18.0 9.014 9.0 36.015 2.016 3.0 14.0 10.0 1.017 178.0 1.0 9.0 17.0 7.018 26.0 21.0 14.0 13.0 2.0

: 2000

19 15.0 2.0 1.0 21.0 1.020 35.0 3.0 9.0 27.0 4.0 36.0 17.021 13.0 7.0 2.022 5.0 7.0 1.0 20.023 5.0 25.0 2.0 1.024 50.0 23.0 3.0 7.0 2.025 23.0 37.0 83.0 3.0 19.026 6.0 7.0 2.0 1.0 13.027 1.0 41.0 1.0 3.028 19.0 33.0 27.0 5.0 7.029 1.0 12.0 14.030 5.0 38.0 42.0 26.0 2.031 4.0 36.0

Jumlah 569 261 379 179 197 252 91 76 90Max 178.0 81.0 83.0 41.0 45.0 49.0 36.0 25.0 20.0


Data Hujan Harian


28.013.0 16.01.0 45.0

4.07.06.0

7.0 8.01.0

10.0 17.056.0 1.0

50.0

16.01.0 3.08.0 5.0 4.05.0 9.0

1.016.0 36.02.0 9.0

13.0 18.03.0

30.0

33.026.0 45.010.0 40.08.0 11.011.0

14 245 3748.0 56.0 50.0

Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des1.0 21.0 10.034.05.0 2.0

33.017.0 5.0

4.013.05.0 22.011.0 12.0

20.0

84.03.0 3.0

16.0 78.024.0 16.02.0 19.0

4.0 2.03.03.012.0 10.02.0 19.0

49.0

22.0 87.0

15.0 29.049.0

24.0 32.0 9.02.0 1.0 39.0

5.0153 353 37234.0 87.0 84.0

Data Hujan Harian


2.012.068.0

3.0 4.01.07.0

45.0 69.052.0

32.0 10.0 1.05.0 2.0 13.07.0 27.0 33.0

5.0 3.015.0 4.0

1.0 6.05.0

5.0 19.032.0 4.048.0 52.04.0 38.056.0 40.07.0 54.0

25.07.0

3.0 23.02.0 3.0

1.0

55 320 48032.0 56.0 69.0

Data Hujan Harian


2.0 10.0

7.04.0 3.0

49.0

2.0 31.04.0 18.03.0

1.0

9.0 1.033.0 2.01.031.0 5.016.08.01.08.029.0 5.0

10.0

29.0 3.01.0 3.05.0 1.0

4.010.0

6 194 1495.0 33.0 49.0

Data Hujan Harian


23.0 3.010.0

24.0 253.0

12.014.0

9.0 6.055.0 10.0

13.0 4.023.04.063.029.0

59.0 54.0 4.02.0 19.0

19.0 6.075.0 15.0

8.014.0 27.01.0 6.06.0 9.0

21.0 9.0 16.05.0 42.0 51.0

28.01.0 46.0 3.0

78.0 9.03.0 29.0 2.0

1.037.0

1.0 107.0103 647 61859.0 78.0 253.0

Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des20.0 5.0

5.0 23.01.0 1.03.0 1.09.0 2.01.0 39.0 85.0

14.0 10.0 1.014.0 15.0 5.0

1.0 1.016.0 42.0 40.0

18.02.0 5.0

1.0 6.068.0

1.015.0 29.0

32.018.0 20.0 11.01.05.0 7.0

13.01.0 9.015.0 10.0 15.08.0 2.0 29.01.0 10.0 30.02.0 14.029.0 10.0 6.09.0 10.0

26.0 1.07.0 10.0 2.05.0 9.0181 331 36429.0 68.0 85.0

Data Hujan Harian


2.013.018.0

1.07.0

2.0 1.04.0

1.0 14.01.0

50.02.0 5.04.0 3.0

1.020.010.0

1.02.0 92.0

19.01.0 9.0

8.0 6.06.02.02.0 32.0

1 32 3061.0 8.0 92.0

Data Hujan Harian


112.0 59.0137.0 37.079.0 6.0

18.0 34.02.0 16.027.0 7.0 18.050.0 5.0

32.0 25.0125.0 47.047.0 16.0

104.0 2.0 12.04.0 4.0

12.012.0 28.0 5.0

12.019.0 43.0 41.0

16.0 134.048.0 50.020.0 29.0 15.0

25.012.0 1.0

1.0 79.020.0 2.0

22.097.0 44.0 15.0

43.0 2.0 8.021.0 3.0 2.043.0 12.02.0 37.0

170.0 15.0821 713 651

170.0 137.0 134.0

Data Hujan Harian


13.0 2.02.0 68.0

35.0 4.02.0 30.0 3.03.0 8.0 12.0

9.014.0 4.0 57.0

16.0 27.015.0 65.03.0 62.0

11.02.0 36.016.02.0 1.03.0 6.0

2.012.0 141.0

15.0 12.0

13.0 9.010.0 1.0 4.063.0 12.0

6.0 20.04.0 14.011.0 31.0

25.0 9.018.02.0 2.0 4.03.01.0 3.0199 333 44663.0 141.0 68.0

Data Hujan Harian

Banyaknya Hujan (mm)Okt Nop Des1.0 27.013.0 1.0 64.0

28.0 21.0

3.09.0

2.0 8.01.0 21.0 11.0

22.0 9.018.0

1.02.0 8.0

5.01.0

4.06.0

2.0 21.0

7.02.01.0 92.0

38.0 48.0 15.08.0 7.0 20.024.0 1.022.0 2.0 5.0

8.03.0

9.0 9.042.0 26.0

3.0 45.034.0 1.0156 269 35638.0 48.0 92.0

Data Hujan Harian

Stasiun : SMPK PelaihariKabupaten : Tanah LautTahun


1 2 3 4 5 6 7 8 912345678910111213141516171819202122232425262728293031

JumlahMax


Data Hujan Harian

: 1991



1 2 3 4 5 6 7 8 91 30.0 30.0 67.0 39.0 11.0 5.02 35.0 110.0 59.0 17.03 2.0 5.0 25.0 42.0 3.04 13.05 22.0 4.0 12.0 55.0 18.06 8.0 4.0 3.0 10.07 1.0 11.08 5.0 4.0 17.0 12.09 17.0 4.0 12.0 20.0 10.0 21.010 2.0 6.0 35.0 2.0 41.011 7.0 5.012 40.0 35.0 2.0 17.0 19.013 8.0 5.0 4.0 1.0 21.014 10.0 55.0 49.0 2.015 2.016 14.0 48.0 106.017 3.0 32.0 11.0 7.0 17.0 40.018 7.0 1.019 2.0 70.0 13.020 7.0 10.0 7.021 7.0 35.0 17.022 5.0 66.0 3.0 1.023 1.0 19.0 1.0 4.024 5.0 10.0 1.0 13.0 6.0 3.025 1.0 21.026 18.0 32.0 39.027 3.0 13.0 6.028 16.0 6.0 27.029 5.0 13.0 12.0 35.030 10.0 6.031 9.0 5.0

Jumlah 206 433 343 307 247 136 219 26 83Max 40.0 110.0 66.0 67.0 42.0 55.0 106.0 21.0 41.0


Data Hujan Harian


: 1992

: 1993


1 2 3 4 5 6 7 8 91 4.0 25.0 10.0 33.0 4.02 19.0 30.0 10.0 9.0 8.03 46.0 2.0 20.0 9.0 14.04 1.0 2.0 50.0 27.0 21.0 8.05 35.0 32.0 10.06 37.0 17.0 2.0 10.07 4.0 3.08 4.0 20.0 3.0 20.0 11.09 2.0 2.0 10.0 1.010 2.0 10.0 17.011 36.0 4.0 1.0 10.012 2.0 40.0 2.0 2.013 23.0 26.0 21.0 3.014 4.0 9.0 4.0 14.0 4.015 29.0 3.0 9.016 4.0 1.0 15.017 16.0 4.018 35.0 44.0 10.0 2.019 8.0 1.0 3.0 2.020 38.0 36.0 24.0 6.021 15.022 54.0 27.0 2.023 10.0 61.0 6.02425 15.0 2.0 7.0 3.0 11.026 7.0 13.0 4.027 5.0 6.0 2.0 7.0 1.028 10.0 9.0 10.029 24.0 10.0 3.030 15.0 64.0 22.0 12.031 21.0 4.0

Jumlah 352 332 221 259 198 160 37 0 2Max 54.0 46.0 50.0 64.0 27.0 33.0 14.0 0.0 2.0


Data Hujan Harian



1 2 3 4 5 6 7 8 9

: 1994

1 14.0 3.0 62.02 35.0 1.0 8.0 21.0 19.0 19.03 6.0 3.0 33.0 206.0 1.04 8.0 5.0 40.0 8.05 9.0 80.0 2.0 4.06 44.07 2.0 6.0 55.08 3.0 13.0 19.09 24.0 2.0 13.010 22.0 19.011 10.0 1.0 7.0 18.0 20.012 3.0 11.0 22.0 2.0 5.013 1.0 14.0 7.014 11.0 103.0 13.015 7.0 2.0 2.0 12.0 1.016 8.0 2.017 37.0 3.0 2.0 35.018 7.0 2.019 6.0 33.0 29.0 3.020 18.0 19.0 2.021 2.0 29.022 32.0 2.0 2.0 24.023 21.0 5.024 25.0 16.0 8.025 6.0 6.0 15.0 20.026 29.0 11.0 71.027 6.0 94.028 6.0 12.0 8.0 15.0 117.029 1.0 2.0 4.0 54.030 15.0 6.0 7.031 4.0 3.0

Jumlah 264 281 310 157 133 698 82 40 0Max 37.0 103.0 80.0 35.0 40.0 206.0 62.0 20.0 0.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 7.0 59.0 12.02 42.0 18.0 125.0 20.03 2.0 9.0 24.0 2.0

: 1995

4 12.0 143.0 23.05 25.0 5.0 92.0 14.0 1.06 19.0 6.0 18.0 35.0 132.07 40.0 13.0 7.0 7.0 3.08 23.0 18.0 18.0 14.0 9.0 15.09 5.0 26.0 1.0 2.0 10.010 5.0 6.011 75.0 10.0 5.0 33.012 27.0 82.0 15.013 70.0 6.0 4.0 9.0 22.014 5.0 5.0 2.0 12.015 18.0 22.0 26.0 67.0 6.016 3.0 4.0 56.017 2.0 1.018 7.0 11.019 34.0 2.0 77.020 3.0 9.0 3.0 36.021 2.0 3.0 16.022 126.0 7.0 1.0 16.0 3.023 3.024 2.0 2.0 4.025 7.0 1.0 31.0 5.0 10.0 27.026 26.027 38.0 3.028 24.0 30.0 7.029 16.0 7.030 24.0 6.0 5.0 44.0 1.031 12.0 4.0 12.0 7.0 4.0

Jumlah 492 355 228 235 267 290 226 198 81Max 126.0 143.0 125.0 67.0 92.0 77.0 59.0 132.0 27.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 72.0 17.0 14.0 64.02 10.0 6.0 15.03 46.0 80.0 17.04 3.0 17.0 6.0 6.05 32.0 33.06 21.0 56.0 16.0

: 1996

7 13.0 1.0 69.0 3.08 20.0 44.0 2.0 9.0 198.09 22.0 31.0 43.010 21.0 20.0 19.011 18.012 19.0 4.0 7.013 9.0 11.0 9.014 11.0 11.0 13.015 8.016 18.0 8.017 4.0 8.0 13.018 5.0 36.019 135.0 51.0 12.020 62.0 10.0 4.021 15.0 20.0 3.0 8.022 10.0 9.023 32.0 29.024 61.0 33.0 20.0 18.0 7.025 8.0 2.026 36.0 24.0 40.027 18.0 24.0 41.028 3.0 1.029 1.0 9.0 13.030 23.0 24.0 3.031 8.0 38.0 5.0

Jumlah 564 490 194 207 46 132 366 55 64Max 135.0 80.0 41.0 64.0 18.0 56.0 198.0 13.0 29.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 31.02 33.0 27.0 11.0 3.0 27.03 53.0 3.0 3.0 1.0 4.04 7.0 28.0 4.05 14.06 5.0 37.07 39.0 8.0 3.089 12.0 27.0

: 1997

1011 12.012 45.0 23.013 16.0 58.0141516 5.017 61.018 18.019 12.0 48.020 16.021 15.0 33.0 9.02223 15.0 15.0 4.024 7.025 48.0 23.0 2.026 9.0 7.027 2.02829 3.0 13.0 12.030 6.0 31.031

Jumlah 321 249 74 105 86 47 66 0 0Max 61.0 58.0 27.0 28.0 48.0 31.0 31.0 0.0 0.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 5.0 9.5 1.02 5.0 11.0 2.03 36.0 36.0 22.0 3.04 20.0 2.5 8.55 23.0 2.0 3.0 20.0 28.06 15.0 13.3 30.07 4.0 34.0 44.08 94.0 7.5 30.0 5.09 36.0 2.0 21.010 4.0 23.0 12.0 5.011 30.0 13.0 5.012 15.0 28.0 2.0

: 1998

13 36.0 2.0 67.014 3.0 14.0 15.015 45.5 16.5 4.0 11.516 16.0 39.0 42.517 3.0 3.018 35.0 12.0 22.019 47.0 19.0 11.0 7.020 11.0 15.0 8.0 2.5 35.021 70.0 1.0 18.0 11.022 13.5 24.5 3.023 17.0 9.0 15.0 11.024 6.0 25.5 22.0 22.0 0.525 81.0 10.026 6.0 28.0 33.0 32.027 6.5 32.0 6.028 28.0 21.5 27.0 22.0 3.029 20.0 35.0 13.0 9.030 4.5 11.531 5.0 60.0

Jumlah 287 170 148 318 196 261 246 267 124Max 94.0 70.0 35.0 67.0 42.5 35.0 60.0 81.0 22.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 6.02 59.0 1.0 9.03 154.0 29.0 22.0 5.04 85.0 5.05 47.5 15.5 2.06 4.0 20.0 29.07 9.0 47.0 12.08 4.5 12.09 2.0 4.0 4.0101112 16.5 9.013 17.5 10.0 3.0 19.014 21.5 37.0 104.015 21.0 30.0

: 1999

16 55.0 35.0 9.017 7.0 6.0 5.018 20.0 43.019 4.0 10.020 21.0 19.0 16.521 11.5 7.0 6.0 37.022 18.5 53.523 1.0 9.0 2.524 3.0 35.0 23.0 4.025 27.0 2.5 11.526 11.0 5.0 2.027 60.5 96.028 3.0 45.029 1.0 9.030 13.0 6.531 17.0 20.0

Jumlah 580 294 335 254 0 11 77 17 102Max 154.0 45.0 96.0 104.0 0.0 6.0 29.0 9.0 37.0


Data Hujan Harian



1 2 3 4 5 6 7 8 91 54.02 3.0 47.0 3.03 11.0 7.04 37.0 64.0 1.0 6.05 16.5 13.5 24.0 1.06 2.0 3.07 8.5 4.5 1.08 8.0 35.5 49.0 11.5 25.09 57.0 7.5 57.5 6.010 10.0 27.5 22.0 24.011 152.01213 43.514 3.0 23.5 2.515 27.0 30.016 19.517 24.0 21.5 19.5 1.518 187.0 2.5

: 2000

19 51.5 16.5 15.0 0.5 11.020 23.5 2.0 36.021 63.0 3.5 11.0 7.0 62.022 4.5 12.0 2.0 25.523 57.0 1.024 6.5 2.0 9.525 53.0 9.026 6.0 52.5 25.027 1.0 1.5 3.028 1.0 5.0 5.029 19.0 4.0 12.0 2.030 2.0 19.0 13.0 33.031 12.5 12.0 13.5 49.0

Jumlah 672 227 267 70 218 234 72 159 64Max 187.0 64.0 43.5 24.0 57.0 62.0 49.0 54.0 25.5


Data Hujan Harian

Banyaknya Hujan (mm)10 11 12

Data Hujan Harian

Banyaknya Hujan (mm)10 11 123.0 10.0 50.071.0 3.0 2.014.0 3.0

18.038.0 11.01.0 25.010.0 32.09.0 1.023.0

20.0

20.0 49.012.0 15.0

33.014.0 102.01.0 21.037.0 15.0

56.0 13.01.0

2.06.0

20.0 31.05.0 50.01.051.0

12.0 1.024.0 50.03.0 5.0 4.011.0 35.0 24.01.0 7.0

7.0276 282 52571.0 51.0 102.0

Data Hujan Harian


20.02.0

8.020.0

10.0

36.0 28.010.0 25.0

1.0 16.010.0 27.0

10.0 15.02.0 5.03.0

1.0 1.0 4.0

31.0 13.019.0 8.013.0 82.08.0 8.05.0 60.0

25.082.0

115.0 2.0 9.04.0 8.0

3.02.0

130 168 453115.0 36.0 82.0

Data Hujan Harian


1.044.0

17.03.023.01.020.033.0

10.0 41.019.0

1.0 27.03.0 21.07.01.043.0 7.01.0

5.0

8.0

3.0 7.010.0

8.0 2.012.0 2.0

1.0

12 143 22612.0 44.0 41.0

Data Hujan Harian


30.02.0 5.0

2.0 12.0

22.0 169.06.0 23.0

32.05.0

53.040.0

82.0

19.0 8.046.0

6.073.0 85.0 6.0

11.0

10.017.0

7.0 1.03.0 36.0

2.08.0 16.0

17.0 17.0 24.030.0 109.067.0 25.0110.0

17.02.0 11.0

4.0137 565 56873.0 110.0 169.0

Data Hujan Harian


5.03.0 20.0

12.0 5.09.0 33.020.0 1.038.0 61.0

5.0 41.0 16.013.0 53.0 3.058.0 12.07.0

36.0 50.024.0

3.0 7.02.08.0

31.0 67.07.0 34.01.0 17.0 15.0

4.0 15.0 8.01.0 19.08.03.0 7.029.0 15.08.0 25.0

11.024.0

24.02.0

25.0 18.0263 292 40858.0 53.0 67.0

Data Hujan Harian


7.0

9.0

14.0

7.0 57.0

11.05.021.0

15.068.05.01.0

20.04.0

130.0

32.091.0 11.053.0

0 162 3990.0 91.0 130.0

Data Hujan Harian

Banyaknya Hujan (mm)10 11 123.0 8.57.0 35.0

59.0 6.0

28.0 1.0 11.01.0 8.5

7.0 2.532.0 7.08.0 32.0 32.5

36.0 25.014.52.0 2.0

3.0 5.03.5 6.011.0 46.06.5 34.5 8.05.5 1.0 38.0

13.0 4.512.0

55.0 4.03.0 3.06.0

16.0 23.0 4.5

69.013.0 12.5

12.018.0

204 299 30369.0 59.0 46.0

Data Hujan Harian


21.5 65.047.5

40.5 1.08.5 8.5

12.5 35.030.0

7.5 18.5 175.073.0

18.5 68.019.0 85.0

50.026.5 13.5

42.01.0

1.0 13.0 3.03.5 3.0

5.0 110.097.01.0

76.0 31.0

2.5 20.530.0 172.0

10.017.5 29.0

2.511.5 16.0 7.031.02.0 24.59.0295 406 89676.0 110.0 175.0

Data Hujan Harian


32.0 11.0 20.06.0 30.013.0 61.0

12.0 12.56.5

16.57.016.012.0

2.0 22.0 11.58.08.01.0

9.0 10.06.5 4.0

8.0 5.0

9.5

72.56.0 7.022.5 1.5 51.026.0 4.017.0 19.0

6.0 26.023.5

7.0 30.08.5222 153 31372.5 30.0 61.0

CURAH HUJAN MAKSIMUM

Pos : Jorong

TahunBulan

Jan Feb Mar Apr Mei Jun Jul Agu Sep1991 25.1 30.2 25.2 32.2 45.2 27.3 0.0 0.0 0.0

1992 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1993 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1994 0.0 80.9 75.4 70.2 20.7 56.5 75.4 0.0 0.0

1995 80.3 77.5 0.0 71.0 81.3 75.4 87.5 65.4 50.3

1996 80.0 71.0 70.0 90.2 75.4 73.5 83.5 75.0 40.3

1997 77.0 70.0 53.5 73.5 25.5 0.0 0.0 42.1 46.5

1998 89.5 45.5 50.5 58.3 65.5 55.0 70.5 51.5 0.0

1999 45.1 58.5 45.1 0.0 0.0 0.0 0.0 39.5 33.2

2000 40.4 32.5 29.3 28.5 25.3 29.5 22.2 42.0 26.4


Pos : Tanah Ambungan (PG Pelaihari)

TahunBulan


1992 40.0 107.0 55.0 60.0 74.0 32.0 25.0 7.0 30.0

1993 86.0 57.0 84.0 60.0 46.0 63.0 11.0 4.0 0.0

1994 74.0 84.0 62.0 42.0 37.0 120.0 19.0 28.0 0.0

1995 90.0 59.0 49.0 79.0 41.0 40.0 67.0 77.0 49.0

1996 110.0 43.0 25.0 14.0 45.0 52.0 59.0 23.0 25.0

1997 99.0 38.0 19.0 99.0 39.0 10.0 85.0 0.0 0.0

1998 55.0 93.0 42.0 88.0 155.0 167.0 65.0 110.0 103.0

1999 124.0 106.0 59.0 39.0 40.0 7.0 15.0 35.0 32.0

2000 178.0 81.0 83.0 41.0 45.0 49.0 36.0 25.0 20.0


Pos : SMPK Pelaihari

TahunBulan


1992 40.0 110.0 66.0 67.0 42.0 55.0 106.0 21.0 41.0

1993 54.0 46.0 50.0 64.0 27.0 33.0 14.0 0.0 2.0

1994 37.0 103.0 80.0 35.0 40.0 206.0 62.0 20.0 0.0

1995 126.0 143.0 125.0 67.0 92.0 77.0 59.0 132.0 27.0

1996 135.0 80.0 41.0 64.0 18.0 56.0 198.0 13.0 29.0

1997 61.0 58.0 27.0 28.0 48.0 31.0 31.0 0.0 0.0

1998 94.0 70.0 35.0 67.0 42.5 35.0 60.0 81.0 22.0

1999 154.0 45.0 96.0 104.0 0.0 6.0 29.0 9.0 37.0

2000 187.0 64.0 43.5 24.0 57.0 62.0 49.0 54.0 25.5


KAB.TANAH LAUT

BulanJumlahRata-rataMaximum

Tahun Curah Hujan MaksimumOkt Nop Des Jorong0.0 14.4 34.1 233.7 19.5 45.2 1991 45.2

0.0 0.0 0.0 0.0 0.0 0.0 1992 -

0.0 0.0 0.0 0.0 0.0 0.0 1993 -

0.0 0.0 0.0 379.1 31.6 80.9 1994 80.9

52.4 71.1 73.0 785.2 65.4 87.5 1995 87.5

62.1 73.2 61.5 855.7 71.3 90.2 1996 90.2

52.3 71.0 73.2 584.6 48.7 77.0 1997 77.0

55.5 46.5 55.4 643.7 53.6 89.5 1998 89.5

60.0 40.0 40.4 361.8 30.2 60.0 1999 60.0

31.5 41.2 23.2 372.0 31.0 42.0 2000 42.0

KAB.TANAH LAUT


Okt Nop Des8.0 56.0 50.0 463.0 38.6 105.0

34.0 87.0 84.0 635.0 52.9 107.0

32.0 56.0 69.0 568.0 47.3 86.0

5.0 33.0 49.0 553.0 46.1 120.0

59.0 78.0 253.0 941.0 78.4 253.0

29.0 68.0 85.0 578.0 48.2 110.0

1.0 8.0 92.0 490.0 40.8 99.0

170.0 137.0 134.0 1319.0 109.9 170.0

63.0 141.0 68.0 729.0 60.8 141.0

38.0 48.0 92.0 736.0 61.3 178.0

KAB.TANAH LAUT


Okt Nop Des0.0 0.0 0.0 0.0 0.0 0.0

71.0 51.0 102.0 772.0 64.3 110.0

115.0 36.0 82.0 523.0 43.6 115.0

12.0 44.0 41.0 680.0 56.7 206.0

73.0 110.0 169.0 1200.0 100.0 169.0

58.0 53.0 67.0 812.0 67.7 198.0

0.0 91.0 130.0 505.0 42.1 130.0

69.0 59.0 46.0 680.5 56.7 94.0

76.0 110.0 175.0 841.0 70.1 175.0

72.5 30.0 61.0 729.5 60.8 187.0


KAB.TANAH LAUT

Curah Hujan MaksimumRata-Rata

Tanah Ambungan (PG Pelaihari)SMPK Pelaihari105.0 - 75.1

107.0 110.0 108.5

86.0 115.0 100.5

120.0 206.0 135.6

253.0 169.0 169.8

110.0 198.0 132.7

99.0 130.0 102.0

170.0 94.0 117.8

141.0 175.0 125.3

178.0 187.0 135.7

T 2 2.33 5 10 20 25 50 100 1000

Yt 0.366513 0.578588 1.49994 2.250367 2.970195 3.198534 3.901939 4.600149 6.907255

n n n8 0.4843 0.9043 39 0.5430 1.1388 70 0.5548 1.18549 0.4902 0.9288 40 0.5436 1.1413 71 0.5550 1.1863

10 0.4952 0.9497 41 0.5442 1.1436 72 0.5552 1.187311 0.4996 0.9676 42 0.5448 1.1458 73 0.5555 1.188112 0.5053 0.9833 43 0.5453 1.1480 74 0.5557 1.189013 0.5070 0.9972 44 0.5258 1.1490 75 0.5559 1.189814 0.5100 1.0098 45 0.5463 1.1518 76 0.5561 1.190615 0.5128 1.0206 46 0.5468 1.1538 77 0.5563 1.191516 0.5157 1.0316 47 0.5473 1.1557 78 0.5565 1.192317 0.5181 1.0411 48 0.5447 1.1574 79 0.5567 1.193018 0.5202 1.0493 49 0.5481 1.1590 80 0.5569 1.193819 0.5220 1.0566 50 0.5485 1.1607 81 0.5570 1.194520 0.5235 1.0629 51 0.5489 1.1623 82 0.5572 1.195321 0.5252 1.0696 52 0.5493 1.1638 83 0.5574 1.195922 0.5268 1.0754 53 0.5497 1.1653 84 0.5576 1.196723 0.5283 1.0811 54 0.5501 1.1667 85 0.5578 1.197324 0.5296 1.0864 55 0.5504 1.1681 86 0.5580 1.198025 0.5309 1.0914 56 0.5508 1.1696 87 0.5581 1.198726 0.5320 1.0961 57 0.5511 1.1708 88 0.5583 1.199427 0.5332 1.1004 58 0.5515 1.1721 89 0.5585 1.200128 0.5343 1.1047 59 0.5518 1.1734 90 0.5586 1.200729 0.5353 1.1086 60 0.5521 1.1747 91 0.5587 1.201330 0.5362 1.1124 61 0.5524 1.1759 92 0.5589 1.202031 0.5371 1.1159 62 0.5527 1.1770 93 0.5591 1.202632 0.5380 1.1193 63 0.5530 1.1782 94 0.5592 1.203233 0.5388 1.1226 64 0.5533 1.1793 95 0.5593 1.203834 0.5396 1.1255 65 0.5535 1.1803 96 0.5595 1.204435 0.5403 1.1285 66 0.5538 1.1814 97 0.5596 1.204936 0.5410 1.1313 67 0.5540 1.1824 98 0.5598 1.205537 0.5418 1.1339 68 0.5543 1.1834 99 0.5599 1.206038 0.5424 1.1363 69 0.5545 1.1844 100 0.5600 1.2065

Nilai yn dan σn fungsi jumlah data

yn σn yn σn yn σn

10 -1.622027

25

50

Nilai KT untuk distribusi Pearson III (kemencengan positif)Return period in years

2 5 10 25 50 100 200Exceedence probability

0.5 0.2 0.1 0.04 0.02 0.01 0.0053.0 -0.396 0.420 1.180 2.278 3.152 4.051 4.970

2.9 -0.390 0.440 1.195 2.277 3.134 4.013 4.9092.8 -0.384 0.460 1.210 2.275 3.114 3.973 4.8472.7 -0.376 0.479 1.224 2.272 3.093 3.932 4.7832.6 -0.368 0.499 1.238 2.267 3.071 3.889 4.7182.5 -0.360 0.518 1.250 2.262 3.048 3.845 4.6522.4 -0.351 0.537 1.262 2.256 3.023 3.800 4.5842.3 -0.341 0.555 1.274 2.248 2.997 3.753 4.5152.2 -0.330 0.574 1.284 2.240 2.970 3.705 4.4442.1 -0.319 0.592 1.294 2.230 2.942 3.656 4.3722.0 -0.307 0.609 1.302 2.219 2.912 3.605 4.2981.9 -0.294 0.627 1.310 2.207 2.881 3.553 4.2231.8 -0.282 0.643 1.318 2.193 2.848 3.499 4.1471.7 -0.268 0.660 1.324 2.179 2.815 3.444 4.0691.6 -0.254 0.675 1.329 2.163 2.780 3.388 3.9901.5 -0.240 0.690 1.333 2.146 2.743 3.330 3.9101.4 -0.225 0.705 1.337 2.128 2.706 3.271 3.8281.3 -0.210 0.719 1.339 2.108 2.666 3.211 3.7451.2 -0.195 0.732 1.340 2.087 2.626 3.149 3.6611.1 -0.180 0.745 1.341 2.066 2.585 3.087 3.5751.0 -0.164 0.758 1.340 2.043 2.542 3.022 3.4890.9 -0.148 0.769 1.339 2.018 2.498 2.957 3.4010.8 -0.132 0.780 1.336 1.993 2.453 2.891 3.3120.7 -0.116 0.790 1.333 1.967 2.407 2.824 3.2230.6 -0.099 0.800 1.328 1.939 2.359 2.755 3.1320.5 -0.083 0.808 1.323 1.910 2.311 2.686 3.0410.4 -0.066 0.816 1.317 1.880 2.261 2.615 2.9490.3 -0.050 0.824 1.309 1.849 2.211 2.544 2.8560.2 -0.033 0.830 1.301 1.818 2.159 2.472 2.7630.1 -0.017 0.836 1.292 1.785 2.107 2.400 2.6700.0 0.000 0.842 1.282 1.751 2.054 2.326 2.576

Nilai KT untuk distribusi Pearson III (kemencengan negatif)Return period in years

2 5 10 25 50 100 200Exceedence probability

0.5 0.2 0.1 0.04 0.02 0.01 0.005-0.1 0.017 0.846 1.270 0.716 2.000 2.252 2.482-0.2 0.033 0.850 1.258 1.680 1.945 2.178 2.388-0.3 0.050 0.853 1.245 1.643 1.890 2.104 2.294-0.4 0.066 0.855 1.231 1.606 1.834 2.029 2.201-0.5 0.083 0.856 1.216 1.567 1.777 1.955 2.108

Skew coefficient Cs or

Cw

Skew coefficient Cs or

Cw

-0.6 0.099 0.857 1.200 1.528 1.720 1.880 2.016-0.7 0.116 0.857 1.183 1.488 1.663 1.806 1.926-0.8 0.132 0.856 1.166 1.448 1.606 1.733 1.837-0.9 0.148 0.854 1.147 1.407 1.549 1.660 1.749-1.0 0.164 0.852 1.128 1.366 1.492 1.588 1.664-1.1 0.180 0.848 1.107 1.324 1.435 1.518 1.581-1.2 0.195 0.844 1.086 1.282 1.379 1.449 1.501-1.3 0.210 0.838 1.064 1.240 1.324 1.383 1.424-1.4 0.225 0.832 1.041 1.198 1.270 1.318 1.351-1.5 0.240 0.825 1.018 1.157 1.217 1.256 1.282

0.988714 -1.6 0.254 0.817 0.994 1.116 1.166 1.197 1.2161.106969 -1.7 0.268 0.808 0.970 1.075 1.116 1.140 1.1551.154987 -1.8 0.282 0.799 0.945 1.035 1.069 1.087 1.097

-1.9 0.294 0.788 0.920 0.996 1.023 1.037 1.044-2.0 0.307 0.777 0.895 0.959 0.980 0.990 0.995-2.1 0.319 0.765 0.869 0.923 0.939 0.946 0.949-2.2 0.330 0.752 0.844 0.888 0.900 0.905 0.907-2.3 0.341 0.739 0.819 0.855 0.864 0.867 0.869-2.4 0.351 0.725 0.795 0.823 0.830 0.832 0.833-2.5 0.360 0.711 0.771 0.793 0.798 0.799 0.800-2.6 0.368 0.696 0.747 0.764 0.768 0.769 0.769-2.7 0.376 0.681 0.724 0.738 0.740 0.740 0.741-2.8 0.384 0.666 0.702 0.712 0.714 0.714 0.714-2.9 0.390 0.651 0.681 0.683 0.689 0.690 0.690-3.0 0.396 0.636 0.666 0.666 0.666 0.667 0.667

Probabilitas kumulatif distribusi normal standar0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08

0.0 0.5000 0.5040 0.5080 0.5120 0.5160 0.5199 0.5239 0.5279 0.53190.1 0.5398 0.5438 0.5478 0.5517 0.5557 0.5596 0.5636 0.5675 0.57140.2 0.5793 0.5832 0.5871 0.5910 0.5948 0.5987 0.6026 0.6064 0.61030.3 0.6179 0.6217 0.6255 0.6293 0.6331 0.6368 0.6406 0.6443 0.6480

0.4 0.6554 0.6591 0.6628 0.6664 0.6700 0.6736 0.6772 0.6808 0.6844

0.5 0.6915 0.6950 0.6985 0.7019 0.7054 0.7088 0.7123 0.7157 0.71900.6 0.7257 0.7291 0.7324 0.7357 0.7389 0.7422 0.7454 0.7486 0.75170.7 0.7580 0.7611 0.7642 0.7673 0.7704 0.7734 0.7764 0.7794 0.78230.8 0.7881 0.7910 0.7939 0.7937 0.7995 0.8023 0.8051 0.8078 0.81060.9 0.8159 0.8186 0.8212 0.8238 0.8264 0.8289 0.8315 0.8340 0.8365

1.0 0.8413 0.8438 0.8461 0.8485 0.8508 0.8531 0.8554 0.8577 0.85991.1 0.8643 0.8665 0.8686 0.8708 0.8729 0.8749 0.8770 0.8790 0.88101.2 0.8849 0.8869 0.8888 0.8907 0.8925 0.8944 0.8962 0.8980 0.89971.3 0.9032 0.9049 0.9066 0.9082 0.9099 0.9115 0.9131 0.9147 0.91621.4 0.9192 0.9207 0.9222 0.9236 0.9251 0.9265 0.9279 0.9292 0.9306

1.5 0.9332 0.9345 0.9357 0.9370 0.9382 0.9394 0.9406 0.9418 0.94291.6 0.9452 0.9463 0.9474 0.9484 0.9495 0.9505 0.9515 0.9525 0.95351.7 0.9554 0.9564 0.9573 0.9582 0.9591 0.9599 0.9608 0.9616 0.96251.8 0.9641 0.9649 0.9656 0.9664 0.9671 0.9678 0.9686 0.9693 0.96991.9 0.9713 0.9719 0.9726 0.9732 0.9738 0.9744 0.9750 0.9756 0.9761

2.0 0.9772 0.9778 0.9783 0.9788 0.9793 0.9798 0.9803 0.9808 0.98122.1 0.9821 0.9826 0.9830 0.9834 0.9838 0.9842 0.9846 0.9850 0.98542.2 0.9861 0.9864 0.9868 0.9871 0.9875 0.9878 0.9881 0.9884 0.98872.3 0.9893 0.9896 0.9898 0.9901 0.9904 0.9906 0.9909 0.9911 0.99132.4 0.9918 0.9920 0.9922 0.9925 0.9927 0.9929 0.9931 0.9932 0.9934

2.5 0.9938 0.9940 0.9941 0.9943 0.9945 0.9946 0.9948 0.9949 0.99512.6 0.9953 0.9955 0.9956 0.9957 0.9959 0.9960 0.9961 0.9962 0.99632.7 0.9965 0.9966 0.9967 0.9968 0.9969 0.9970 0.9971 0.9972 0.99732.8 0.9974 0.9975 0.9976 0.9977 0.9977 0.9978 0.9979 0.9979 0.99802.9 0.9981 0.9982 0.9982 0.9983 0.9984 0.9984 0.9985 0.9985 0.9986

3.0 0.9987 0.9987 0.9987 0.9988 0.9988 0.9989 0.9989 0.9989 0.99903.1 0.9990 0.9991 0.9991 0.9991 0.9992 0.9992 0.9992 0.9992 0.99933.2 0.9993 0.9994 0.9994 0.9994 0.9994 0.9994 0.9994 0.9995 0.99953.3 0.9995 0.9995 0.9995 0.9996 0.9996 0.9996 0.9996 0.9996 0.99963.4 0.9997 0.9997 0.9997 0.9997 0.9997 0.9997 0.9997 0.9997 0.9997

Probabilitas kumulatif distribusi normal standar0.09

0.53590.57530.61410.6517

0.6879

0.72240.75490.78520.81330.8389

0.86210.88300.90150.91770.9319

0.94410.95450.96330.97060.9767

0.98170.98570.98900.99160.9936

0.99520.99640.99740.99810.9986

0.99900.99930.99950.99970.9998

Lampiran 1. Nilai Variabel Reduksi Gauss Lampiran 2. Hubungan Reduksi Variat Rata-Rata (Yn) Dengan Jumlah Data (N)

Periode UlangPeluang k

N Yn NT (tahun)

10 0.4952 35 1.001 0.999 -3.05 11 0.4996 36 1.005 0.995 -2.58 12 0.5053 37 1.010 0.990 -2.33 13 0.5070 38 1.050 0.950 -1.64 14 0.5100 39 1.110 0.900 -1.28 15 0.5128 40 1.250 0.800 -0.84 16 0.5157 41 1.330 0.750 -0.67 17 0.5181 42 1.430 0.700 -0.52 18 0.5202 43 1.670 0.600 -0.25 19 0.5220 44 2.000 0.500 0 20 0.5236 45 2.500 0.400 0.25 21 0.5252 46 3.330 0.300 0.52 22 0.5268 47 4.000 0.250 0.67 23 0.5283 48 5.000 0.200 0.84 24 0.5296 49 10.000 0.100 1.28 25 0.5309 50 20.000 0.050 1.64 26 0.5320 51 50.000 0.020 2.05 27 0.5332 52 100.000 0.010 2.33 28 0.5343 53 200.000 0.005 2.58 29 0.5353 54 500.000 0.002 2.88 30 0.5362 55 1,000.000 0.001 3.09 31 0.5371 56

32 0.5380 57(Sumber : Soewarno, 1995) 33 0.5388 58

25 1.71 34 0.5396 59

(Sumber : Soewarno, 1995)

Keterangan :Yn =

yang nilainya tergantung dari jumlah Data (N)N = Jumlah data

Nilai rata-rata dari reduksi variat (mean of reduced Variate)

Lampiran 2. Hubungan Reduksi Variat Rata-Rata (Yn) Dengan Jumlah Data (N) Lampiran 3. Hubungan Antara Deviasi Standar (Sn) Dan Reduksi Variat Dengan Jumlah Data (n)

Yn N Yn N Yn N Sn N

0.5402 60 0.5521 85 0.5578 10 0.9497 330.5410 61 0.5524 86 0.5580 11 0.9676 340.5418 62 0.5527 87 0.5581 12 0.9933 350.5424 63 0.5530 88 0.5583 13 0.9971 360.5430 64 0.5533 89 0.5585 14 1.0095 370.5436 65 0.5535 90 0.5586 15 1.0206 380.5442 66 0.5538 91 0.5587 16 1.0316 390.5448 67 0.5540 92 0.5589 17 1.0411 400.5453 68 0.5543 93 0.5591 18 1.0493 410.5458 69 0.5545 94 0.5592 19 1.0565 420.5463 70 0.5548 95 0.5593 20 1.0628 430.5468 71 0.5550 96 0.5595 21 1.0696 440.5473 72 0.5552 97 0.5596 22 1.0754 450.5477 73 0.5555 98 0.5598 23 1.0811 460.5481 74 0.5557 99 0.5599 24 1.0864 470.5485 75 0.5559 100 0.5600 25 1.0915 480.5489 76 0.5561 26 1.1961 490.5493 77 0.5563 27 1.1004 500.5497 78 0.5565 28 1.1047 510.5501 79 0.5567 29 1.1086 520.5504 80 0.5569 30 1.1124 530.5508 81 0.5570 31 1.1159 540.5511 82 0.5572 32 1.1193 550.5518 83 0.55740.5519 84 0.5576 (Sumber : Soewarno, 1995)

(Sumber : Soewarno, 1995) Keterangan :Sn =

yang nilainya tergantung dari jumlah Data (N)N = Jumlah data

yang nilainya tergantung dari jumlah Data (N)

Deviasi Standar dari reduksi variat (Standard Deviation Of The Reduced Variat)

Nilai rata-rata dari reduksi variat (mean of reduced Variate)

Lampiran 3. Hubungan Antara Deviasi Standar (Sn) Dan Reduksi Variat Dengan Jumlah Data (n) Lampiran 4. Hubungan Periode Ulang (T) Dengan Reduksi Variat dari Variabel (Yt)

Sn N Sn N Sn T

1.1226 56 1.1696 79 1.1930 21.1255 57 1.1708 80 1.1938 51.1285 58 1.1721 81 1.1945 101.1313 59 1.1734 82 1.1953 201.1339 60 1.1747 83 1.1959 501.1363 61 1.1759 84 1.1967 1001.1388 62 1.1770 85 1.19731.1413 63 1.1782 86 1.1980 (Sumber : Soewarno, 1995)1.1436 64 1.1793 87 1.19871.1458 65 1.1803 88 1.1994 Keterangan :1.1480 66 1.1814 89 1.2001 Yt =1.1499 67 1.1824 90 1.2007 Yt =1.1519 68 1.1834 91 1.2013 T =1.1538 69 1.1844 92 1.20201.1557 70 1.1854 93 1.20261.1574 71 1.1863 94 1.20321.1590 72 1.1873 95 1.20381.1607 73 1.1881 96 1.20441.1623 74 1.1890 97 1.20491.1638 75 1.1898 98 1.20551.1658 76 1.1906 99 1.20601.1667 77 1.1915 100 1.20651.1681 78 1.1923

yang nilainya tergantung dari jumlah Data (N)Deviasi Standar dari reduksi variat (Standard Deviation Of The Reduced Variat)

Lampiran 4. Hubungan Periode Ulang (T) Dengan Reduksi Variat dari Variabel (Yt)

Yt

0.36651.49992.25042.97023.90194.6001


-ln [-ln ((T-1)/T))] ; Untuk T > 20, maka Yt = ln TNilai reduksi Variat dari variabel yang diharapkan terjadi pada periode ulang tertentuPeriode ulang tertentu

Lampiran 5. Faktor Frekuensi K untuk Distribusi Log - Pearson Type III

Peluang (%)99.01 50 20 10 5 4

Return Period ; Tr (Tahun)

1.01 2 5 10 20 25

1.0 -1.5580 -0.1640 0.758 1.340 1.809 2.043 0.9 -1.6600 -0.1480 0.769 1.339 1.792 2.018 0.8 -1.7730 -0.1320 0.780 1.336 1.774 1.993 0.7 -1.8060 -0.1160 0.790 1.333 1.756 1.967 0.6 -1.8800 -0.0990 0.800 1.328 1.735 1.939 0.5 -1.9550 -0.0830 0.803 1.323 1.714 1.910 0.4 -2.0290 -0.0660 0.816 1.317 1.692 1.880 0.3 -2.1040 -0.0500 0.824 1.309 1.669 1.849 0.2 -2.1780 -0.0330 0.830 1.301 1.646 1.818 0.1 -2.2520 -0.0170 0.836 1.292 1.621 1.785 0.0 -2.3260 0.0000 0.842 1.282 1.595 1.751

-0.10 -2.4000 0.0170 0.846 1.270 1.567 1.716 -0.20 -2.4720 0.0330 0.850 1.258 1.539 1.680 -0.30 -2.5440 0.0500 0.853 1.245 1.510 1.643 -0.40 -2.6150 0.0660 0.855 1.231 1.481 1.606 -0.50 -2.6860 0.0830 0.856 1.216 1.450 1.567 -0.60 -2.7550 0.0990 0.857 1.200 1.419 1.528 -0.70 -2.8240 0.1160 0.857 1.183 1.386 1.488 -0.80 -2.8910 0.1320 0.856 1.166 1.354 1.448 -0.90 -2.9570 0.1480 0.854 1.147 1.120 1.107 -1.0 -3.0220 0.1640 0.852 1.128 1.287 1.366 -1.1 -3.0220 0.1800 0.848 1.107 1.252 1.324 -1.2 -3.1490 0.1950 0.844 1.086 1.217 1.282 -1.3 -3.2110 0.2100 0.838 1.064 1.181 1.240 -1.4 -3.2710 0.2250 0.832 1.041 1.146 1.198 -1.5 -3.3300 0.2400 0.825 1.018 1.386 1.570 -1.6 -3.3880 0.2540 0.817 0.994 1.075 1.116 -1.7 -3.4440 0.2680 0.808 0.970 1.040 1.075 -1.8 -3.4990 0.2820 0.799 0.945 1.005 1.035 -1.9 -3.5530 0.2940 0.788 0.920 0.971 0.996 -2.0 -3.0650 0.3070 0.777 0.895 0.938 0.959 -2.1 -3.6560 0.3190 0.765 0.869 0.905 0.923 -2.2 -3.7050 0.3300 0.752 0.844 0.873 0.888 -2.3 -3.7530 0.3410 0.739 0.819 0.843 0.855 -2.4 -3.8000 0.3510 0.725 0.795 0.814 0.823 -2.5 -3.8450 0.3600 0.711 0.771 0.786 0.793 -2.6 -3.8890 0.3680 0.696 0.747 0.758 0.764 -2.7 -3.9320 0.3760 0.681 0.724 0.733 0.738 -2.8 -3.9730 0.3840 0.666 0.702 0.709 0.712

Koef Penyimpangan

(CS)

Lampiran 5. Faktor Frekuensi K untuk Distribusi Log - Pearson Type III Lampiran 6. Nilai Kritis untuk Distribusi Chi - Kuadrat ( Uji Satu Sisi )

Peluang (%)dk

a derajat kepercayaan2 1 0.5 0.995 0.99

Return Period ; Tr (Tahun)

50 100 200 1 0.00004 0.000162 0.010 0.020

2.542 3.022 3.489 3 0.0717 0.115 2.498 2.957 3.401 4 0.207 0.297 2.453 2.891 3.312 5 0.412 0.554 2.407 2.824 3.223 2.359 2.755 3.132 6 0.676 0.872 2.231 2.686 3.041 7 0.989 1.239 2.261 2.615 2.949 8 1.344 1.646 2.211 2.544 2.856 9 1.735 2.088 2.159 2.472 2.763 10 2.156 2.558 2.107 2.400 2.670 2.054 2.326 2.576 11 2.603 3.053 2.000 2.252 2.482 12 3.074 3.571 1.945 2.178 2.388 13 3.565 4.107 1.890 2.104 2.294 14 4.075 4.660 1.834 2.029 2.201 15 4.601 5.229 1.777 1.955 2.108 1.720 1.880 2.016 16 5.142 5.812 1.663 1.806 1.926 17 5.697 6.408 1.606 1.733 1.837 18 6.265 7.015 1.549 1.660 1.749 19 6.844 7.633 1.492 1.588 1.664 20 7.434 8.260 1.435 1.518 1.581 1.379 1.449 1.501 21 8.034 8.897 1.324 1.383 1.424 22 8.643 9.542 1.270 1.318 1.351 23 9.260 10.196 1.217 1.256 1.282 24 9.886 10.856 1.166 1.197 1.216 25 10.520 11.524 1.116 1.140 1.155 1.069 1.087 1.097 26 11.160 12.198 1.023 1.037 1.044 27 11.808 12.879 0.980 0.990 0.995 28 12.461 13.565 0.939 0.946 0.949 29 13.121 14.256 0.900 0.905 0.907 30 13.787 14.953 0.964 0.867 0.869 0.830 0.832 0.833 (Sumber : Soewarno, 1995) 0.798 0.799 0.800 0.768 0.769 0.769 0.740 0.740 0.741 0.714 0.714 0.714

Lampiran 6. Nilai Kritis untuk Distribusi Chi - Kuadrat ( Uji Satu Sisi )

a derajat kepercayaan0.975 0.95 0.05 0.025 0.01 0.005

0.00098 0.00039 3.841 5.024 6.635 7.8790.051 0.103 5.991 7.378 9.210 10.5970.216 0.352 7.815 9.348 11.345 12.8380.484 0.711 9.488 11.143 13.277 14.8600.831 1.145 11.070 12.832 15.086 16.750

1.237 1.635 12.592 14.449 16.812 18.5481.690 2.167 14.067 16.013 18.475 20.2782.180 2.733 15.507 17.533 20.090 21.9552.700 3.325 16.919 19.023 21.666 23.5893.247 3.940 18.307 20.483 23.209 25.188

3.816 4.575 19.675 21.920 24.725 26.7574.404 5.226 21.026 23.337 26.217 28.3005.009 5.892 22.362 24.736 27.688 29.8195.629 6.571 23.685 26.119 29.141 31.3196.262 7.261 24.996 27.488 30.578 32.801

6.908 7.962 26.296 28.845 32.000 34.2677.564 8.672 27.587 30.191 33.409 35.7188.231 9.390 28.869 31.526 34.805 37.1568.907 10.117 30.144 32.852 36.191 38.5829.591 10.851 31.410 34.170 37.566 39.997

10.283 11.591 32.671 35.479 38.932 41.40110.982 12.338 33.924 36.781 40.289 42.79611.689 13.091 36.172 38.076 41.638 44.18112.401 13.848 36.415 39.364 42.980 45.55813.120 14.611 37.652 40.646 44.314 46.928

13.844 15.379 38.885 41.923 45.642 48.29014.573 16.151 40.113 43.194 46.963 49.64515.308 16.928 41.337 44.461 48.278 50.99316.047 17.708 42.557 45.722 49.588 52.33616.791 18.493 43.773 46.979 50.892 53.672


Lampiran 7. Nilai Kritis Do Untuk Uji Smirnov - kolmogorov. Lampiran 8a. Wilayah Luas Di Bawah Kurva Normal

N a t0.2 0.1 0.05 0.01

-3.45 0.45 0.51 0.56 0.67 -3.3

10 0.32 0.37 0.41 0.49 0.40 -3.215 0.27 0.30 0.34 0.40 -3.120 0.23 0.26 0.29 0.36 -3.025 0.21 0.24 0.27 0.3230 0.19 0.22 0.24 0.29 -2.935 0.18 0.20 0.23 0.27 -2.840 0.17 0.19 0.21 0.25 -2.745 0.16 0.18 0.20 0.24 -2.650 0.15 0.17 0.19 0.23 -2.5

N > 501.07 1.22 1.36 1.63

N^0,5 N^0,5 N^0,5 N^0,5 -2.4-2.3

(Sumber : Soewarno, 1995) -2.2-2.1-2.0

-1.9-1.8-1.7-1.6-1.5

-1.4-1.3-1.2-1.1-1.0

-0.9-0.8-0.7-0.6-0.5

-0.4-0.3-0.2-0.10.0

Lampiran 8a. Wilayah Luas Di Bawah Kurva Normal

0 0.01 0.02 0.03 0.04 0.05 0.06

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.0005 0.0005 0.0005 0.0004 0.0004 0.0004 0.00040.0007 0.0007 0.0006 0.0006 0.0006 0.0006 0.00060.0010 0.0009 0.0009 0.0009 0.0008 0.0008 0.00080.0013 0.0013 0.0013 0.0012 0.0012 0.0011 0.0011

0.0019 0.0018 0.0017 0.0017 0.0016 0.0016 0.00150.0026 0.0025 0.0024 0.0023 0.0022 0.0022 0.00210.0036 0.0034 0.0033 0.0032 0.0030 0.0030 0.00290.0047 0.0045 0.0044 0.0043 0.0040 0.0040 0.00390.0062 0.0060 0.0059 0.0057 0.0055 0.0054 0.0052

0.0082 0.0080 0.0078 0.0075 0.0073 0.0071 0.00690.0107 0.0104 0.0102 0.0099 0.0096 0.0094 0.00910.0139 0.0136 0.0132 0.0129 0.0125 0.0122 0.01190.0179 0.0174 0.0170 0.0166 0.0162 0.0158 0.01540.0228 0.0222 0.0217 0.0212 0.0207 0.0202 0.0197

0.0287 0.0281 0.0274 0.0268 0.0262 0.0256 0.02500.0359 0.0352 0.0344 0.0336 0.0329 0.0322 0.03140.0446 0.0436 0.0427 0.0418 0.0409 0.0401 0.03920.0548 0.0537 0.0526 0.0516 0.0505 0.0495 0.04850.0668 0.0655 0.0643 0.0630 0.0618 0.0606 0.0594

0.0808 0.0793 0.0778 0.0764 0.0749 0.0735 0.07220.0968 0.0951 0.0934 0.0918 0.0901 0.0885 0.08690.1511 0.1131 0.1112 0.1093 0.1075 0.1056 0.10380.1357 0.1335 0.1314 0.1292 0.1271 0.1251 0.12300.1587 0.1562 0.1539 0.1515 0.1492 0.1469 0.1446

0.1841 0.1814 0.1788 0.1762 0.1736 0.1711 0.16850.2119 0.2090 0.2061 0.2033 0.2005 0.1977 0.19490.2420 0.2389 0.2358 0.2327 0.2296 0.2266 0.22360.2743 0.2709 0.2676 0.2643 0.2611 0.2578 0.25460.3085 0.3050 0.3015 0.2981 0.2946 0.2912 0.2877

0.3446 0.3409 0.3372 0.3336 0.3300 0.3264 0.32280.3821 0.3783 0.3745 0.3707 0.3669 0.3632 0.35940.4207 0.4168 0.4129 0.4090 0.4052 0.4013 0.39740.4602 0.4562 0.4522 0.4483 0.4443 0.4404 0.43640.5000 0.4960 0.4920 0.4880 0.4840 0.4801 0.4761

Lampiran 8b. Wilayah Luas Di Bawah Kurva Normal

0.07 0.08 0.09 t 0 0.01

0.0003 0.0003 0.0002 0.0 0.5000 0.50400.0004 0.0004 0.0003 0.1 0.5398 0.54380.0005 0.0005 0.0005 0.2 0.5793 0.58320.0008 0.0007 0.0007 0.3 0.6179 0.62170.0011 0.0010 0.0010 0.4 0.6554 0.6591

0.0015 0.0014 0.0014 0.5 0.6915 0.69500.0021 0.0020 0.0019 0.6 0.7257 0.72910.0028 0.0027 0.0026 0.7 0.7580 0.76110.0038 0.0037 0.0036 0.8 0.7881 0.79100.0051 0.0049 0.0048 0.9 0.8159 0.8186

0.0068 0.0066 0.0064 1.0 0.8413 0.84380.0089 0.0087 0.0084 1.1 0.8643 0.86650.0116 0.0113 0.0110 1.2 0.8489 0.88690.0150 0.0146 0.0143 1.3 0.9032 0.90490.0192 0.0188 0.0183 1.4 0.9192 0.9207

0.0244 0.0239 0.0233 1.5 0.9332 0.93450.0307 0.0301 0.0294 1.6 0.9452 0.94630.0384 0.0375 0.0367 1.7 0.9554 0.95640.0475 0.0465 0.0455 1.8 0.9641 0.96480.0582 0.0571 0.0559 1.9 0.9713 0.9719

0.0708 0.0694 0.0681 2.0 0.9772 0.97780.0853 0.0838 0.0823 2.1 0.9821 0.98260.1020 0.1003 0.0985 2.2 0.9861 0.98640.1210 0.1190 0.1170 2.3 0.9893 0.98960.1423 0.1401 0.1379 2.4 0.9918 0.9920

0.1660 0.1635 0.1611 2.5 0.9938 0.99400.1922 0.1894 0.1867 2.6 0.9953 0.99550.2206 0.2177 0.2148 2.7 0.9964 0.99660.2514 0.2483 0.2451 2.8 0.9974 0.99750.2843 0.2810 0.2776 2.9 0.9981 0.9982

0.3192 0.3156 0.3121 3.0 0.9987 0.99870.3557 0.3520 0.3483 3.1 0.9990 0.99910.3936 0.3897 0.3859 3.2 0.9993 0.99930.4325 0.4286 0.4247 3.3 0.9995 0.99950.4721 0.4681 0.4641 3.4 0.9997 0.9997

Lampiran 8b. Wilayah Luas Di Bawah Kurva Normal

0.02 0.03 0.04 0.05 0.06 0.07 0.08

0.5080 0.5120 0.5160 0.5199 0.5239 0.5279 0.53190.5478 0.5517 0.5557 0.5596 0.5636 0.5675 0.57140.5871 0.5910 0.5948 0.5987 0.6026 0.6064 0.61030.6255 0.6293 0.6331 0.6368 0.6406 0.6443 0.64800.6628 0.6664 0.6700 0.6736 0.6772 0.6808 0.6844

0.6985 0.7019 0.7054 0.7088 0.7123 0.7157 0.71900.7324 0.7357 0.7389 0.7422 0.7454 0.7486 0.75170.7642 0.7673 0.7704 0.7734 0.7764 0.7794 0.78230.7939 0.7967 0.7995 0.8023 0.8051 0.8078 0.81060.8212 0.8238 0.8264 0.8289 0.8315 0.8340 0.8365

0.8461 0.8485 0.8508 0.8531 0.8554 0.8577 0.85990.8686 0.8708 0.8729 0.8749 0.8770 0.8790 0.88100.8888 0.8907 0.8925 0.8944 0.8962 0.8980 0.89970.9066 0.9082 0.9099 0.9115 0.9131 0.9147 0.91620.9222 0.9236 0.9251 0.9265 0.9278 0.9292 0.9306

0.9357 0.9370 0.9382 0.9394 0.9406 0.9418 0.94290.9474 0.9484 0.9495 0.9505 0.9515 0.9525 0.95350.9573 0.9582 0.9591 0.9599 0.9608 0.9616 0.96250.9656 0.9664 0.9671 0.9678 0.9686 0.9693 0.96990.9726 0.9732 0.9738 0.9744 0.9750 0.9756 0.9761

0.9783 0.9788 0.9793 0.9798 0.9803 0.9808 0.98120.9830 0.9834 0.9838 0.9842 0.9846 0.9850 0.98540.9868 0.9871 0.9875 0.9878 0.9881 0.9884 0.98870.9898 0.9901 0.9904 0.9906 0.9909 0.9911 0.99130.9922 0.9925 0.9927 0.9929 0.9931 0.9932 0.9934

0.9941 0.9943 0.9945 0.9946 0.9948 0.9949 0.99510.9956 0.9957 0.9960 0.9960 0.9961 0.9962 0.99630.9967 0.9968 0.9970 0.9970 0.9971 0.9972 0.99730.9976 0.9977 0.9978 0.9978 0.9979 0.9979 0.99800.9983 0.9983 0.9984 0.9984 0.9985 0.9985 0.9986

0.9987 0.9988 0.9988 0.9989 0.9989 0.9989 0.99900.9991 0.9991 0.9992 0.9992 0.9992 0.9992 0.99930.9994 0.9994 0.9994 0.9994 0.9994 0.9995 0.99950.9995 0.9996 0.9996 0.9996 0.9996 0.9996 0.99960.9997 0.9997 0.9997 0.9997 0.9997 0.9997 0.9997

Lampiran 9. Hubungan Kondisi Pemukiman dengan Koefisien Hambatan (nd)

0.09 No. Kondisi lapis permukaan

0.5359 1 Lapisan semen dan aspal beton

0.5753 2 Permukaan licin dan kedap air

0.6141 3 Permukaan licin dan kokoh

0.6517 4

0.68795 Padang rumput dan rerumputan

0.7224 6 Hutan Gundul

0.7549 7

0.78520.81330.8389 Sumber : Desain Drainase dan Bangunan Pelengkap (KRMTP) 1995.

0.86210.88300.90150.91770.9319

0.94410.95450.96330.97060.9767

0.98170.98570.98900.99160.9936

0.99520.99640.99740.99810.9986

0.99900.99930.99950.99970.9998

Tanah dengan rumput tipis dan gundul dengan permukaan sedikit kasar

Hutan rimbun dan hutan gundul rapat dengan hamparan rumput jarang sampai rapat

Lampiran 9. Hubungan Kondisi Pemukiman dengan Koefisien Hambatan (nd) Lampiran 10. Kecepatan Aliran Yang Diizinkan Berdasarkan Jenis Material

ndJenis Bahan

0.0130.02 Pasir Halus 0.450.1 Lempung Kepasiran 0.50.2 Lanau Aluvial 0.6

Kerikil Halus 0.750.4 Lempung Kokoh 0.750.6 Lempung Padat 1.10.8 Kerikil Kasar 1.2

Batu-batu Besar 1.5Pasangan Batu 1.5

Sumber : Desain Drainase dan Bangunan Pelengkap (KRMTP) 1995. Beton 1.5Beton Bertulang 1.5

Sumber : Desain Drainase dan Bangunan Pelengkap (KRMTP) 1995.

Kecepatan Aliran Air yang Diizinkan (m/detik)

Lampiran 10. Kecepatan Aliran Yang Diizinkan Berdasarkan Jenis Material Lampiran 10. Harga Koefisien Kekasaran Manning (n)

No. Tipe Saluran

SALURAN BUATAN1. Saluran tanah, lurus teratur

2. Saluran tanah yang dibuat dengan ’excavator’

3. Saluran pada dinding batuan, lurus teratur4.

5.

6. Dasar saluran dari tanah, sisi saluran berbatu7.

SALURAN ALAMSumber : Desain Drainase dan Bangunan Pelengkap (KRMTP) 1995. 8. Bersih, lurus, tidak berpasir, tidak berlubang

9.

10.

11. Seperti No. 10, dangkal dan tidak teratur12.

13. Seperti No. 11, sebagian berbatu14.

15. Banyak tumbuh-tumbuhanSALURAN BUTAN, BETON, ATAU BATU KALI

16. Saluran pasangan batu tanpa penyelesaian17. Seperti No. 16, tapi dengan penyelesaian18. Saluran beton19. Saluran beton halus dan rata20. Saluran beton pracetak dengan acuan baja21. Saluran beton pracetak dengan acuan kayu


Saluran pada dinding batuan, tidak lurus tidak teratur

Saluran batuan yang diledakkan, ada tumbuh-tumbuhan

Saluran lengkung, dengan kecepatan aliran rendah

Seperti No.8, tetapi tidak ada timbunan atau kerikil

Melengkung, bersih, berlubang, dan berdinding pasir

Seperti No. 10, berbatu dan ada tumbuh-tumbuhan

Aliran pelan, banyak tumbuh-tumbuhan dan berlubang

Baik Sekali Baik Sedang Jelek

SALURAN BUATAN0.017 0.02 0.023 0.025

0.023 0.028 0.03 0.04

0.02 0.03 0.033 0.0350.035 0.04 0.045 0.045

0.025 0.03 0.035 0.04

0.028 0.03 0.033 0.0350.02 0.025 0.028 0.03

SALURAN ALAM0.025 0.028 0.03 0.0330.03 0.033 0.035 0.04

0.033 0.035 0.04 0.045

0.04 0.045 0.05 0.0550.035 0.04 0.045 0.05

0.045 0.05 0.055 0.060.05 0.06 0.07 0.08

0.075 0.1 0.125 0.15SALURAN BUTAN, BETON, ATAU BATU KALI

0.025 0.03 0.033 0.0350.017 0.02 0.025 0.030.014 0.016 0.019 0.0210.01 0.011 0.012 0.0130.013 0.014 0.014 0.0150.015 0.016 0.016 0.018


1 2 3 4 5 6 7 8

1 647.789 799.500 864.163 899.583 921.848 937.111 948.217 956.656

2 38.506 39.000 39.165 39.248 39.298 39.331 39.355 39.373

3 17.443 16.044 15.439 15.101 14.885 14.735 14.624 14.540

4 12.218 10.649 9.979 9.605 9.364 9.197 9.074 8.980

5 10.007 8.434 7.764 7.388 7.146 6.978 6.853 6.757

6 8.813 7.260 6.599 6.227 5.988 5.820 5.695 5.600

7 8.073 6.542 5.890 5.523 5.285 5.119 4.995 4.899

8 7.571 6.059 5.416 5.053 4.817 4.652 4.529 4.433

9 7.209 5.715 5.078 4.718 4.484 4.320 4.197 4.102

10 6.937 5.456 4.826 4.468 4.236 4.072 3.950 3.855

11 6.724 5.256 4.630 4.275 4.044 3.881 3.759 3.664

12 6.554 5.096 4.474 4.121 3.891 3.728 3.607 3.512

13 6.414 4.965 4.347 3.996 3.767 3.604 3.483 3.388

14 6.298 4.857 4.242 3.892 3.663 3.501 3.380 3.285

15 6.200 4.765 4.153 3.804 3.576 3.415 3.293 3.199

16 6.115 4.687 4.077 3.729 3.502 3.341 3.219 3.125

17 6.042 4.619 4.011 3.665 3.438 3.277 3.156 3.061

18 5.978 4.560 3.954 3.608 3.382 3.221 3.100 3.005

19 5.922 4.508 3.903 3.559 3.333 3.172 3.051 2.956

20 5.871 4.461 3.859 3.515 3.289 3.128 3.007 2.913

21 5.827 4.420 3.819 3.475 3.250 3.090 2.969 2.874

22 5.786 4.383 3.783 3.440 3.215 3.055 2.934 2.839

23 5.750 4.349 3.750 3.408 3.183 3.023 2.902 2.808

24 5.717 4.319 3.721 3.379 3.155 2.995 2.874 2.779

25 5.686 4.291 3.694 3.353 3.129 2.969 2.848 2.753

26 5.659 4.265 3.670 3.329 3.105 2.945 2.824 2.729

27 5.633 4.242 3.647 3.307 3.083 2.923 2.802 2.707

28 5.610 4.221 3.626 3.286 3.063 2.903 2.782 2.687

29 5.588 4.201 3.607 3.267 3.044 2.884 2.763 2.669

30 5.568 4.182 3.589 3.250 3.026 2.867 2.746 2.651

40 5.424 4.051 3.463 3.126 2.904 2.744 2.624 2.529

60 5.286 3.925 3.343 3.008 2.786 2.627 2.507 2.412

120 5.152 3.805 3.227 2.894 2.674 2.515 2.395 2.299

(Sumber : Dr. Ir. Harinaldi, M.Eng.)

df untuk penyebut (n2)

df untuk pembilang (n1)

9 10 11 12 13 14 15 16 17 18

963.285 968.627 973.025 976.708 979.837 982.528 984.867 986.919 988.733 990.349

39.387 39.398 39.407 39.415 39.421 39.427 39.431 39.435 39.439 39.442

14.473 14.419 14.374 14.337 14.304 14.277 14.253 14.232 14.213 14.196

8.905 8.844 8.794 8.751 8.715 8.684 8.657 8.633 8.611 8.592

6.681 6.619 6.568 6.525 6.488 6.456 6.428 6.403 6.381 6.362

5.523 5.461 5.410 5.366 5.329 5.297 5.269 5.244 5.222 5.202

4.823 4.761 4.709 4.666 4.628 4.596 4.568 4.543 4.521 4.501

4.357 4.295 4.243 4.200 4.162 4.130 4.101 4.076 4.054 4.034

4.026 3.964 3.912 3.868 3.831 3.798 3.769 3.744 3.722 3.701

3.779 3.717 3.665 3.621 3.583 3.550 3.522 3.496 3.474 3.453

3.588 3.526 3.474 3.430 3.392 3.359 3.330 3.304 3.282 3.261

3.436 3.374 3.321 3.277 3.239 3.206 3.177 3.152 3.129 3.108

3.312 3.250 3.197 3.153 3.115 3.082 3.053 3.027 3.004 2.983

3.209 3.147 3.095 3.050 3.012 2.979 2.949 2.923 2.900 2.879

3.123 3.060 3.008 2.963 2.925 2.891 2.862 2.836 2.813 2.792

3.049 2.986 2.934 2.889 2.851 2.817 2.788 2.761 2.738 2.717

2.985 2.922 2.870 2.825 2.786 2.753 2.723 2.697 2.673 2.652

2.929 2.866 2.814 2.769 2.730 2.696 2.667 2.640 2.617 2.596

2.880 2.817 2.765 2.720 2.681 2.647 2.617 2.591 2.567 2.546

2.837 2.774 2.721 2.676 2.637 2.603 2.573 2.547 2.523 2.501

2.798 2.735 2.682 2.637 2.598 2.564 2.534 2.507 2.483 2.462

2.763 2.700 2.647 2.602 2.563 2.528 2.498 2.472 2.448 2.426

2.731 2.668 2.615 2.570 2.531 2.497 2.466 2.440 2.416 2.394

2.703 2.640 2.586 2.541 2.502 2.468 2.437 2.411 2.386 2.365

2.677 2.613 2.560 2.515 2.476 2.441 2.411 2.384 2.360 2.338

2.653 2.590 2.536 2.491 2.451 2.417 2.387 2.360 2.335 2.314

2.631 2.568 2.514 2.469 2.429 2.395 2.364 2.337 2.313 2.291

2.611 2.547 2.494 2.448 2.409 2.374 2.344 2.317 2.292 2.270

2.592 2.529 2.475 2.430 2.390 2.355 2.325 2.298 2.273 2.251

2.575 2.511 2.458 2.412 2.372 2.338 2.307 2.280 2.255 2.233

2.452 2.388 2.334 2.288 2.248 2.213 2.182 2.154 2.129 2.107

2.334 2.270 2.216 2.169 2.129 2.093 2.061 2.033 2.008 1.985

2.222 2.157 2.102 2.055 2.014 1.977 1.945 1.916 1.890 1.866

df untuk pembilang (n1)

19 20 25 30 40 60 120

991.797 993.103 998.081 1001.414 1005.598 1009.800 1014.020

39.445 39.448 39.458 39.465 39.473 39.481 39.490

14.181 14.167 14.115 14.081 14.037 13.992 13.947

8.575 8.560 8.501 8.461 8.411 8.360 8.309

6.344 6.329 6.268 6.227 6.175 6.123 6.069

5.184 5.168 5.107 5.065 5.012 4.959 4.904

4.483 4.467 4.405 4.362 4.309 4.254 4.199

4.016 3.999 3.937 3.894 3.840 3.784 3.728

3.683 3.667 3.604 3.560 3.505 3.449 3.392

3.435 3.419 3.355 3.311 3.255 3.198 3.140

3.243 3.226 3.162 3.118 3.061 3.004 2.944

3.090 3.073 3.008 2.963 2.906 2.848 2.787

2.965 2.948 2.882 2.837 2.780 2.720 2.659

2.861 2.844 2.778 2.732 2.674 2.614 2.552

2.773 2.756 2.689 2.644 2.585 2.524 2.461

2.698 2.681 2.614 2.568 2.509 2.447 2.383

2.633 2.616 2.548 2.502 2.442 2.380 2.315

2.576 2.559 2.491 2.445 2.384 2.321 2.256

2.526 2.509 2.441 2.394 2.333 2.270 2.203

2.482 2.464 2.396 2.349 2.287 2.223 2.156

2.442 2.425 2.356 2.308 2.246 2.182 2.114

2.407 2.389 2.320 2.272 2.210 2.145 2.076

2.374 2.357 2.287 2.239 2.176 2.111 2.041

2.345 2.327 2.257 2.209 2.146 2.080 2.010

2.318 2.300 2.230 2.182 2.118 2.052 1.981

2.294 2.276 2.205 2.157 2.093 2.026 1.954

2.271 2.253 2.183 2.133 2.069 2.002 1.930

2.251 2.232 2.161 2.112 2.048 1.980 1.907

2.231 2.213 2.142 2.092 2.028 1.959 1.886

2.213 2.195 2.124 2.074 2.009 1.940 1.866

2.086 2.068 1.994 1.943 1.875 1.803 1.724

1.964 1.944 1.869 1.815 1.744 1.667 1.581

1.845 1.825 1.746 1.690 1.614 1.530 1.433

One-Tail 0.50 0.25 0.20 0.15 0.10

Two-Tails 1.00 0.50 0.40 0.30 0.20

df

1 0.0000 1.0000 1.3764 1.9626 3.0777

2 0.0000 0.8165 1.0607 1.3862 1.8856

3 0.0000 0.7649 0.9785 1.2498 1.6377

4 0.0000 0.7407 0.9410 1.1896 1.5332

5 0.0000 0.7267 0.9195 1.1558 1.4759

6 0.0000 0.7176 0.9057 1.1342 1.4398

7 0.0000 0.7111 0.8960 1.1192 1.4149

8 0.0000 0.7064 0.8889 1.1081 1.3968

9 0.0000 0.7027 0.8834 1.0997 1.3830

10 0.0000 0.6998 0.8791 1.0931 1.3722

11 0.0000 0.6974 0.8755 1.0877 1.3634

12 0.0000 0.6955 0.8726 1.0832 1.3562

13 0.0000 0.6938 0.8702 1.0795 1.3502

14 0.0000 0.6924 0.8681 1.0763 1.3450

15 0.0000 0.6912 0.8662 1.0735 1.3406

16 0.0000 0.6901 0.8647 1.0711 1.3368

17 0.0000 0.6892 0.8633 1.0690 1.3334

18 0.0000 0.6884 0.8620 1.0672 1.3304

19 0.0000 0.6876 0.8610 1.0655 1.3277

20 0.0000 0.6870 0.8600 1.0640 1.3253

21 0.0000 0.6864 0.8591 1.0627 1.3232

22 0.0000 0.6858 0.8583 1.0614 1.3212

23 0.0000 0.6853 0.8575 1.0603 1.3195

24 0.0000 0.6848 0.8569 1.0593 1.3178

25 0.0000 0.6844 0.8562 1.0584 1.3163

26 0.0000 0.6840 0.8557 1.0575 1.3150

27 0.0000 0.6837 0.8551 1.0567 1.3137

28 0.0000 0.6834 0.8546 1.0560 1.3125

29 0.0000 0.6830 0.8542 1.0553 1.3114

30 0.0000 0.6828 0.8538 1.0547 1.3104

40 0.0000 0.6807 0.8507 1.0500 1.3031

60 0.0000 0.6786 0.8477 1.0455 1.2958

80 0.0000 0.6776 0.8461 1.0432 1.2922

100 0.0000 0.6770 0.8452 1.0418 1.2901

1000 0.0000 0.6747 0.8420 1.0370 1.2824

0.05 0.025 0.010 0.005 0.001 0.0005

0.10 0.05 0.02 0.01 0.002 0.001

6.3138 12.7062 31.8205 63.6567 318.3088 636.6192

2.9200 4.3027 6.9646 9.9248 22.3271 31.5991

2.3534 3.1824 4.5407 5.8409 10.2145 12.9240

2.1318 2.7764 3.7469 4.6041 7.1732 8.6103

2.0150 2.5706 3.3649 4.0321 5.8934 6.8688

1.9432 2.4469 3.1427 3.7074 5.2076 5.9588

1.8946 2.3646 2.9980 3.4995 4.7853 5.4079

1.8595 2.3060 2.8965 3.3554 4.5008 5.0413

1.8331 2.2622 2.8214 3.2498 4.2968 4.7809

1.8125 2.2281 2.7638 3.1693 4.1437 4.5869

1.7959 2.2010 2.7181 3.1058 4.0247 4.4370

1.7823 2.1788 2.6810 3.0545 3.9296 4.3178

1.7709 2.1604 2.6503 3.0123 3.8520 4.2208

1.7613 2.1448 2.6245 2.9768 3.7874 4.1405

1.7531 2.1314 2.6025 2.9467 3.7328 4.0728

1.7459 2.1199 2.5835 2.9208 3.6862 4.0150

1.7396 2.1098 2.5669 2.8982 3.6458 3.9651

1.7341 2.1009 2.5524 2.8784 3.6105 3.9216

1.7291 2.0930 2.5395 2.8609 3.5794 3.8834

1.7247 2.0860 2.5280 2.8453 3.5518 3.8495

1.7207 2.0796 2.5176 2.8314 3.5272 3.8193

1.7171 2.0739 2.5083 2.8188 3.5050 3.7921

1.7139 2.0687 2.4999 2.8073 3.4850 3.7676

1.7109 2.0639 2.4922 2.7969 3.4668 3.7454

1.7081 2.0595 2.4851 2.7874 3.4502 3.7251

1.7056 2.0555 2.4786 2.7787 3.4350 3.7066

1.7033 2.0518 2.4727 2.7707 3.4210 3.6896

1.7011 2.0484 2.4671 2.7633 3.4082 3.6739

1.6991 2.0452 2.4620 2.7564 3.3962 3.6594

1.6973 2.0423 2.4573 2.7500 3.3852 3.6460

1.6839 2.0211 2.4233 2.7045 3.3069 3.5510

1.6706 2.0003 2.3901 2.6603 3.2317 3.4602

1.6641 1.9901 2.3739 2.6387 3.1953 3.4163

1.6602 1.9840 2.3642 2.6259 3.1737 3.3905

1.6464 1.9623 2.3301 2.5808 3.0984 3.3003

-2.9 -4.0130 0.3900 0.651 0.681 0.682 0.683 -3.0 -4.0510 0.3960 0.636 0.660 0.664 0.666


0.689 0.690 0.690 0.666 0.667 0.667





Data Curah Hujan Harian Maksimum Tahunan sta Jorong

No. Tahun R (mm) No. Xi

1 1991 45.2 1 90.2

2 1992 - 2 89.5

3 1993 - 3 87.54 1994 80.9 4 80.95 1995 87.5 5 77.06 1996 90.2 6 60.07 1997 77.0 7 45.28 1998 89.5 8 42.09 1999 60.0 9 -

10 2000 42.0 10 -

Jumlah = 572.3 Jumlah = 572.3 Sx =

Data Curah Hujan Harian Maksimum Tahunan sta Tanah Ambungan (PG Pelaihari)


1 1991 105.0 1 253.0

2 1992 107.0 2 178.03 1993 86.0 3 170.04 1994 120.0 4 141.05 1995 253.0 5 120.06 1996 110.0 6 110.07 1997 99.0 7 107.08 1998 170.0 8 105.09 1999 141.0 9 99.0

10 2000 178.0 10 86.0

Xrata-rata

=

Jumlah = 1369.0 Jumlah = 1369.0 Sx =

Data Curah Hujan Harian Maksimum Tahunan sta SMPK Pelaihari


1 2001 - 1 206.02 2002 110.0 2 198.03 2003 115.0 3 187.04 2004 206.0 4 175.05 2005 169.0 5 169.06 2006 198.0 6 130.07 2007 130.0 7 115.08 2008 94.0 8 110.09 2009 175.0 9 94.0

10 2010 187.0 10 -

Jumlah = 1384.0 Jumlah = 1384.0 Sx =

Xrata-rata

=

Xrata-rata

=

UJI HOMOGENITASMETODE : UJI-t

No Stasiun Jorong No

1 45.2 -26.34 693.66 12 - - - 23 - - - 34 80.9 9.36 87.66 45 87.5 15.96 254.80 56 90.2 18.66 348.29 67 77.0 5.46 29.84 78 89.5 17.96 322.65 89 60.0 -11.54 133.11 910 42.0 -29.54 872.46 10Σ 572.3 2742.5 ΣẊ 71.5 Ẋ

19.7935dk 16

71.5 σ 42.5325

19.7935 t terhitung -3.2398kesimpulan : t terhitung < t tabel , artinya Stasiun Jorong dan Stasiun PG Pelaihari homogen / populasi sama

METODE : UJI-t

No Stasiun Jorong No

1 45.2 -26.34 693.66 12 - - - 23 - - - 34 80.9 9.36 87.66 45 87.5 15.96 254.80 56 90.2 18.66 348.29 67 77.0 5.46 29.84 78 89.5 17.96 322.65 89 60.0 -11.54 133.11 910 42.0 -29.54 872.46 10Σ 572.3 2742.5 ΣẊ 71.5 Ẋ

(X1i

- Ẋ1) (X

1i - Ẋ

1)2

(X1i)

S1

S2

α = 5% , dk = 18 diperoleh t tabel = 1.746

(X1i

- Ẋ1) (X

1i - Ẋ

1)2

(X1i)

17.4562dk 18

136.9 σ 32.1743

50.80343 t terhitung -5.7156kesimpulan : t terhitung < t tabel , artinya Stasiun Anjir Pasar dan Stasiun SMPK Kapuas Murung Palingkau homogen

METODE : UJI-t

No Stasiun PG Pelaihari No

1 105.0 -31.90 1017.61 12 107.0 -29.90 894.01 23 86.0 -50.90 2590.81 34 120.0 -16.90 285.61 45 253.0 116.10 13479.21 56 110.0 -26.90 723.61 67 99.0 -37.90 1436.41 78 170.0 33.10 1095.61 89 141.0 4.10 16.81 910 178.0 41.10 1689.21 10Σ 1369.0 23228.9 ΣẊ 136.9 Ẋ

50.8034dk 18

σ 47.9560

153.8

t terhitung -0.787041.87415 kesimpulan : t terhitung < t tabel , artinya Stasiun Tamban dan Stasiun SMPK Kapuas Murung Palingkau homogen

S1

S2


(X1i

- Ẋ1) (X

1i - Ẋ

1)2

(X1i)

S1

S2


UJI HOMOGENITAS

Stasiun PG Pelaihari

105.0 -31.90 1017.61107.0 -29.90 894.0186.0 -50.90 2590.81

120.0 -16.90 285.61253.0 116.10 13479.21110.0 -26.90 723.6199.0 -37.90 1436.41

170.0 33.10 1095.61141.0 4.10 16.81178.0 41.10 1689.211369.0 23228.9136.9

50.803416

42.5325

-3.2398kesimpulan : t terhitung < t tabel , artinya Stasiun Jorong dan Stasiun PG Pelaihari homogen / populasi sama

SMPK Pelaihari

- - -110.0 -43.78 1916.49115.0 -38.78 1503.72206.0 52.22 2727.16169.0 15.22 231.72198.0 44.22 1955.60130.0 -23.78 565.3894.0 -59.78 3573.38

175.0 21.22 450.38187.0 33.22 1103.721384.0 14027.6153.8

(X1i

- Ẋ1) (X1i - 1)Ẋ 2

(X1i)

= 5% , dk = 18 diperoleh t tabel = 1.746

(X1i

- Ẋ1) (X1i - 1)Ẋ 2

(X1i)

39.479318

32.1743

-5.7156kesimpulan : t terhitung < t tabel , artinya Stasiun Anjir Pasar dan Stasiun SMPK Kapuas Murung Palingkau homogen

SMPK Pelaihari

- - -110.0 -43.78 1916.49115.0 -38.78 1503.72206.0 52.22 2727.16169.0 15.22 231.72198.0 44.22 1955.60130.0 -23.78 565.3894.0 -59.78 3573.38

175.0 21.22 450.38187.0 33.22 1103.721384.0 14027.6153.8

39.479318

47.9560

-0.7870kesimpulan : t terhitung < t tabel , artinya Stasiun Tamban dan Stasiun SMPK Kapuas Murung Palingkau homogen


(X1i

- Ẋ1) (X1i - 1)Ẋ 2

(X1i)


Data Curah Hujan Harian Maksimum Tahunan

No. Tahun R (mm)

1 1990 93.67

2 1991 106.67

3 1992 103.33

4 1993 109.33

5 1994 111.00

6 1995 107.00

7 1996 86.67

8 1997 72.33

9 1998 101.00

10 1999 115.00

11 2000 113.00

Jumlah = 1119.0

Perhitungan Hujan Rancangan Metode Distribusi Normal

No. Tahun Xi

1 1990 93.67 -8.061 64.97

2 1991 106.67 4.939 24.40

3 1992 103.33 1.606 2.58

4 1993 109.33 7.606 57.85

5 1994 111.00 9.273 85.98

6 1995 107.00 5.273 27.80

7 1996 86.67 -15.061 226.82

8 1997 72.33 -29.394 864.00

9 1998 101.00 -0.727 0.53

10 1999 115.00 13.273 176.17

11 2000 113.0 11.273 127.07

Jumlah = 1119.0 0.00 1658.18

101.727

Sx = 12.877

Hujan Rancangan Metode Distribusi Normal

10 1.28 118.209925 1.71 123.725650 2.05 128.125250 2.05 128.1252

Xi - Xrata-rata

(Xi - Xrata-rata

)2

Xrata-rata

=

Kala Ulang T (tahun)

Faktor Frekuensi (k)

Hujan Rancangan (X

T) mm

Perhitungan Hujan Rancangan Metode Distribusi Log Normal

No. Tahun Xi log Xi

1 1990 93.67 1.972 -0.032 0.001

2 1991 106.67 2.028 0.024 0.001

3 1992 103.33 2.014 0.010 0.000

4 1993 109.33 2.039 0.035 0.001

5 1994 111.00 2.045 0.041 0.002

6 1995 107.00 2.029 0.026 0.001

7 1996 86.67 1.938 -0.066 0.004

8 1997 72.33 1.859 -0.145 0.021

9 1998 101.00 2.004 0.000 0.000

10 1999 115.00 2.061 0.057 0.003

11 2000 113.00 2.053 0.049 0.002

Jumlah = 1119.00 22.04 0.00 0.036

2.004

S Log x = 0.0602

Hujan Rancangan Metode Distribusi Log Normal

log X X (mm)

10 1.28 0.0770 2.081 120.477425 1.71 0.1028 2.107 127.844950 2.05 0.1234 2.127 134.043450 2.05 0.1234 2.127 134.0434

log Xi - log Xrata-rata

(log Xi - log Xrata-rata

)2

Log X =



k . S Log x

Perhitungan Hujan Rancangan Metode Distribusi Gumbel

No. Tahun Xi

1 1990 93.67 -8.1 64.9732 1991 106.67 4.9 24.398

3 1992 103.33 1.6 2.579

4 1993 109.33 7.6 57.852

5 1994 111.00 9.3 85.983

6 1995 107.00 5.3 27.802

7 1996 86.67 -15.1 226.822

8 1997 72.33 -29.4 864.004

9 1998 101.00 -0.7 0.529

10 1999 115.00 13.3 176.165

11 2000 113.00 11.3 127.074

Jumlah = 1119.0 0.00 1593.208

101.727 Yn = 0.4996

Sx = 12.877 Sn = 0.9676

Sx/Sn = 13.31Hujan Rancangan Metode Distribusi Gumbel

10 2.2504 1.80939 125.02725 3.1985 2.78931 137.64550 3.9019 3.51627 147.00650 3.9019 3.51627 147.006

Xi - Xrata-rata

(Xi - Xrata-rata

)2

Xrata-rata

=


Reduce Variated

(Yt)


Hujan Rancangan (X

T) mm

Perhitungan Hujan Rancangan Metode Distribusi Log Pearson Type III

No. Tahun Xi log Xi

1 1990 93.67 1.972 -0.032 0.001

2 1991 106.67 2.028 0.024 0.001

3 1992 103.33 2.014 0.010 0.000

4 1993 109.33 2.039 0.035 0.001

5 1994 111.00 2.045 0.041 0.002

6 1995 107.00 2.029 0.026 0.001

7 1996 86.67 1.938 -0.066 0.004

8 1997 72.33 1.859 -0.145 0.021

9 1998 101.00 2.004 0.000 0.000

10 1999 115.00 2.061 0.057 0.003

11 2000 113.00 2.053 0.049 0.002

Jumlah = 1119.00 22.04 0.00 0.036

2.0039

Slog x = 0.0602

Cs = -1.622Hujan Rancangan Metode Distribusi Log Pearson Type III

log X X (mm)

10 0.9887 0.0595 2.0634 115.71125 1.1070 0.0666 2.0705 117.62350 1.1550 0.0695 2.0734 118.40850 1.1374 0.0685 2.0723 118.121

log Xi - log Xrata-rata


)2

log Xrata-rata

=


Faktor Frekuensi

(k)k . S Log x

-0.000034

0.000014

0.000001

0.000042

0.000071

0.000017

-0.000288

-0.003019

0.000000

0.000183

0.000119

-0.002893


)3

Grafik curah hujan rencana dengan 4 metode Analisa Curah Hujan

2 7 12 17 22 27 32 37 42 47 52 57

100

105

110

115

120

125

130

135

140

145

150

Normal Log Normal Gumbel Lor Pearson Type III

Kala Ulang (tahun)

Curah Hujan (mm)

No. Xi (mm)Xi diurutkan dari besar ke kecil

(mm)1 93.67 115.002 106.67 113.003 103.33 111.004 109.33 109.335 111.00 107.006 107.00 106.677 86.67 103.338 72.33 101.009 101.00 93.67

10 115.00 86.6711 113.00 72.33

Jumlah Data N = 11Kelas Distribusi (K) = 4.436595861

= 5Parameter (p) = 2Derajat Kebebasan (Dk) = K - (p+1)

= 2

kelas Distribusi = 1/5 * 100% = 20Interval distribusi adalah 20%, 40%, 60%, 80%

20 %40 %60 %80 %

Persentase 20%P(x)= 20% diperoleh T =1/ Px = 5 TahunPersentase 40%P(x)= 40% diperoleh T =1/ Px = 2.5 TahunPersentase 60%P(x)= 60% diperoleh T =1/ Px = 1.67 TahunPersentase 80%P(x)= 80% diperoleh T =1/ Px = 1.25 Tahun

Menghitung Interval Kelasa. Distribusi Probabilitas GumbelDengan jumlah data (N) = 10 maka didapat nilai :

Yn = 0.4996Sn = 0.9676Yt = -Ln -Ln ((T-1)/T)K = (Yt-Yn)/Sn =(Yt-0.4996)/0.9676

Sehingga :T = 5 ; Yt = 1.4999 maka K = 1.0338T = 2.5 ; Yt = 0.6717 maka K = 0.1779T = 1.67 ; Yt = 0.0874 maka K = -0.4260T = 1.25 ; Yt = -0.4759 maka K = -1.0081

Xrata-rata = 101.727S = 12.877

Maka interval kelas :

Nilai X2cr dengan N = 10, α = 5% dan Dk = 2, adalah = 5.991

XT

= 101.727 + 12.877 xK

115.0400 mm

104.0180 mm

96.2419 mm

88.7453 mm

Sehingga : X Tr

= Xrata-rata + SK

X5 =

X2,5

=

X1,67

=

X1,25 =

b. Distribusi Probabilitas Normal

T = 5 maka 0.84

T = 2.5 maka 0.25

T = 1.67 maka -0.25

T = 1.25 maka -0.84Xrata-rata = 101.727

S = 12.877Maka interval kelas :

112.5440 mm

104.9465 mm

98.5080 mm

90.9106 mm

c. Distribusi Probabilitas Log Normal

T = 5 maka 0.84

T = 2.5 maka 0.25

T = 1.67 maka -0.25

T = 1.25 maka -0.84

Log X = 2.004

S Log x = 0.0602


Sehingga :

113.3510 mm

104.4524 mm

97.4602 mm

89.8091 mm

d. Distribusi Probabilitas Log pearson type III

T = 5 maka 0.9610

T = 2.5 maka 0.1852

T = 1.67 maka -0.0724

T = 1.25 maka -0.2028

Log X = 2.0039

S Log x = 0.0602

Nilai KT berdasarkan nilai T dari Lampiran 1, didapat :

KT

=

KT

=

KT

=

KT =

XT

= 120.31 + 25.86xKT

X5 =

X2,5

=

X1,67

=

X1,25

=

Nilai KT berdasarkan nilai T dari Lampiran 1, didapat :

KT

=

KT =

KT

=

KT

=

Log XT

= Log X + KTxS Log x

=2.004 + KT x 0.0602

X5 =

X2,5

=

X1,67

=

X1,25

=

Nilai KT dihitung berdasarkan nilai Cs atau G = -1.622 dan nilai T untuk berbagai periode ulang adalah :

KT

=

KT

=

KT

=

KT

=


Sehingga :

115.2677 mm

103.5182 mm

99.8884 mm

98.1005 mm

Log XT

= Log X + KTxS Log x

=2.0039 + KT x 0.0602

X5 =

X2,5 =

X1,67

=

X1,25

=

kelas interval Ef Of Of-Ef

1 >112.544 2.2 2 -0.2

2 104.947-112.544 2.2 4 1.8

3 98.508-104.946 2.2 2 -0.2

4 90.910-98.507 2.2 1 -1.2

5 < 90.910 2.2 2 -0.2

Σ 11 11


1 >113.351 2.2 1 -1.2

2 104.452-113.351 2.2 5 2.8

3 97.460-104.451 2.2 2 -0.2

4 89.809-97.459 2.2 1 -1.2

5 < 89.809 2.2 2 -0.2

Σ 11 11


1 >115.04 2.2 0 -2.2

2 104.018-115.04 2.2 6 3.8

3 96.241-104.017 2.2 2 -0.2

4 88.745-96.240 2.2 1 -1.2

5 < 88.745 2.2 2 -0.2

Σ 11 11


1 >112.959 2.2 2 -0.2

2 105.911-112.959 2.2 4 1.8

3 103.67-105.910 2.2 0 -2.2

4 102.553-103.66 2.2 1 -1.2

5 < 102.553 2.2 4 1.8

Σ 11 11

Distribusi Keterangan

Probabilitas

Normal 2.182 5.991 Tidak Diterima

Log Normal 4.909 5.991 Tidak Diterima

Gumbel 9.455 5.991 Diterima

perhitungan nilai X2

Tabel perhitungan nilai X2 untuk distribusi normal

X2

Tabel perhitungan nilai X2 untuk distribusi Log normal

X2

Tabel perhitungan nilai X2 untuk distribusi Gumbel

X2

Tabel perhitungan nilai X2 untuk distribusi Log pearson type III

X2

Tabel Rekapitulasi nilai X2 dan X2cr

X2 X2cr

0.018

1.473

0.018

0.655

0.018

2.182

0.655

3.564

0.018

0.655

0.018

4.909

2.200

6.564

0.018

0.655

0.018

9.455

0.018

1.473

2.200

0.655

1.473

5.818

(Of-Ef)2 / Ef

(Of-Ef)2 / Ef

(Of-Ef)2 / Ef

(Of-Ef)2 / Ef

Log pearson 5.818 5.991 Tidak Diterima

type III

Jika X2 < X2cr, maka dapat disimpulkan bahwa distribusi tersebut dapat diterima

UJI CHI-KUADRAT

Uji chi-kuadrat dimaksudkan untuk menentukan apakah persamaan distribusi peluang yang telah dipilih dapat mewakili distribusi statistik sampel data yang dianalisis. Pengambilan keputusan uji ini menggunakan parameter chi-kuadrat, oleh karena itu disebut uji chi kuadrat, yang dapat dihitung dengan :

Keterangan :parameter Chi kuadrat terhitung yang merupakan variabel acak

G = jumlah sub kelompokOi = frekuensi yang diamati pada kelas yang samaEi = frekuensi yang diharapkan sesuai dengan pembagian kelasnya

Prosedur uji Chi-Kuadrat adalah :1). Urutkan data pengamatan (dari besar ke kecil atau sebaliknya).2). Kelompokkan data menjadi G sub-group, minimal 4 sub group tiap-tiap data pengamatan.3). Jumlahkan data pengamatan sebesar Oi tiap-tiap sub group.4). Jumlahkan data dari persamaan distribusi yang digunakan sebesar Ei.5). Tiap-tiap sub group hitung nilai :

dan

6). Untuk menentukan nilai chi kuadrat hitung, jumlahkan seluruh G sub Group nilai :

7). Tentukan derajat kebebasan Dk = G - R - 1 dari tabel.

Berikut perhitungan uji chi kuadrat untuk distribusi curah hujan.

G

i i

iihit E

EO

1

22

2hit

2)( ii EO i

ii

E

EO 2

i

ii

E

EO 2

parameter Chi kuadrat terhitung yang merupakan variabel acak

frekuensi yang diharapkan sesuai dengan pembagian kelasnya

Kelompokkan data menjadi G sub-group, minimal 4 sub group tiap-tiap data pengamatan.

Uji Smirnov - Kolmogorov

Uji kecocokan Smirnov - Kolmogorov, sering juga disebut uji kecocokan non parametrik(non parametric test), karena pengujiannya tidak menggunakan fungsi distribusi tertentu. Prosedurnya adalah sebagai berikut :

1). Urutkan data ( dari besar ke kecil atau sebaliknya ) dan tentukan besarnya peluang dari masing-masing data tersebut ;X1 P(X1)X2 P(X1)Xm P(Xm)Xn P(Xn)

2). Tentukan nilai masing-masing peluang teoritisnya dari hasil penggambaran (persamaan distribusinya) :X1 P'(X1)X2 P'(X1)Xm P'(Xm)Xn P'(Xn)

3). Dari kedua nilai peluang tersebut tentukan selisih terbesarnya antara peluang pengamatan dengan peluang teoritisnya. D = maksimum [P(Xm) - P'(Xm)]

4). Berdasarkan tabel nilai kritis (Smirnov-Kolmogorov test) tentukan harga Do

Apabila D lebih kecil dari Do maka distribusi teoritis yang digunakan untuk menentukan persamaandistribusi dapat diterima, apabila D lebih besar dari Do maka distribusi teoritis yang digunakan untuk menentukan persamaan distribusi tidak dapat diterima.

Perhitungan Uji Smirnov – Kolmogorov Terhadap Distribusi Normal

No.Xn Xi P(Xi) f(t) P'(Xi)

1 2 3 4 5 6

1 93.67 115.00 0.09 1.03 0.91 0.82

2 106.67 113.00 0.18 0.88 0.82 0.64

3 103.33 111.00 0.27 0.72 0.73 0.45

4 109.33 109.33 0.36 0.59 0.64 0.27

5 111.00 107.00 0.45 0.41 0.55 0.09

6 107.00 106.67 0.55 0.38 0.45 -0.09

7 86.67 103.33 0.64 0.12 0.36 -0.27

8 72.33 101.00 0.73 -0.06 0.27 -0.45

9 101.00 93.67 0.82 -0.63 0.18 -0.64

10 115.00 86.67 0.91 -1.17 0.09 -0.82

11 113.00 72.33 1.000 -2.2827 0.00 -1.00

Total = 1119.00 mm

Rerata = 101.73 mm

Std Dev = 12.88 mm

0.27

didapat ∆P kritis = 0,40. jadi ∆P maksimum < ∆P kritis, dengan demikian distribusi probabilitas normal

dapat diterima untuk menganalisis data hujan diatas.

Perhitungan Uji Smirnov – Kolmogorov Terhadap Distribusi Log Normal

No.Xn Xi Log Xi P(Xi) f(t) P'(Xi)

1 2 3 4 5 6

1 93.67 115.00 2.0607 0.09 0.94 0.9091 0.82

2 106.67 113.00 2.0531 0.18 0.82 0.8182 0.64

3 103.33 111.00 2.0453 0.27 0.69 0.7273 0.45

4 109.33 109.33 2.0388 0.36 0.58 0.6364 0.27

5 111.00 107.00 2.0294 0.45 0.42 0.5455 0.09

6 107.00 106.67 2.0280 0.55 0.40 0.4545 -0.09

7 86.67 103.33 2.0142 0.64 0.17 0.3636 -0.27

8 72.33 101.00 2.0043 0.73 0.01 0.2727 -0.45

9 101.00 93.67 1.9716 0.82 -0.54 0.1818 -0.64

10 115.00 86.67 1.9379 0.91 -1.10 0.0909 -0.82

11 113.00 72.33 1.8593 1.000 -2.4016 0.0000 -1.00

∆P

Simpangan maksimum (∆P maksimum) =jika jumlah data 11 dan α (derajat kepercayaan) adalah 5% maka dari tabel Lampiran 7

∆P

Total = 1119.00 mm

Rerata = 101.73 mm 2.00

Std Dev = 12.88 mm 0.06

0.27


dapat diterima untuk menganalisis data hujan diatas.

Simpangan maksimum (∆P maksimum) =

jika jumlah data 11 dan α (derajat kepercayaan) adalah 5% maka dari tabel Lampiran 7

Perhitungan Uji Smirnov – Kolmogorov Terhadap Distribusi Gumbel

No.Xn Xi P(Xi) f(t) Yt T P'(Xi)

1 2 3 4 5 6 7 8

1 93.67 115.00 0.08 1.03 1.50 -0.09 -10.63 -10.72

2 106.67 113.00 0.17 0.88 1.35 -0.31 -3.23 -3.40

3 103.33 111.00 0.25 0.72 1.20 -0.58 -1.71 -1.96

4 109.33 109.33 0.33 0.59 1.07 -1.01 -0.99 -1.32

5 111.00 107.00 0.42 0.41 0.90 -1.85 -0.54 -0.96

6 107.00 106.67 0.50 0.38 0.87 -1.97 -0.51 -1.01

7 86.67 103.33 0.58 0.12 0.62 -3.17 -0.32 -0.90

8 72.33 101.00 0.67 -0.06 0.44 -4.00 -0.25 -0.92

9 101.00 93.67 0.75 -0.63 -0.11 -6.63 -0.15 -0.90

10 115.00 86.67 0.83 -1.17 -0.63 -9.15 -0.11 -0.94

11 113.00 72.33 0.92 -2.28 -1.71 -14.29 -0.07 -0.99

Total = 1119.00 mm

Rerata = 101.73 mm

Std Dev = 12.88 mm

0.90 Yn = Sn =

didapat ∆P kritis = 0,40. jadi ∆P maksimum < ∆P kritis, dengan demikian distribusi probabilitas normal Yt = tidak dapat diterima untuk menganalisis data hujan diatas. K =

Perhitungan Uji Smirnov – Kolmogorov Terhadap Distribusi Log Pearson Type III

No.Xn Xi Log Xi P(Xi) f(t) P'(Xi)

1 2 3 4 5 6

1 93.67 115.00 2.0607 0.09 0.94 0.50 0.41 Cs =2 106.67 113.00 2.0531 0.18 0.82 0.82 0.63

3 103.33 111.00 2.0453 0.27 0.69 1.14 0.86

4 109.33 109.33 2.0388 0.36 0.58 1.41 1.04

5 111.00 107.00 2.0294 0.45 0.42 1.80 1.34

6 107.00 106.67 2.0280 0.55 0.40 1.85 1.31

7 86.67 103.33 2.0142 0.64 0.17 2.42 1.79

8 72.33 101.00 2.0043 0.73 0.01 2.83 2.11

9 101.00 93.67 1.9716 0.82 -0.54 4.19 3.37

10 115.00 86.67 1.9379 0.91 -1.10 5.58 4.67

11 113.00 72.33 1.8593 1.000 -2.4016 8.83 7.83

∆P

Simpangan maksimum (∆P maksimum) =jika jumlah data 11 dan α (derajat kepercayaan) adalah 5% maka dari tabel Lampiran 7

∆P

Total = 1119.00 mm

Rerata = 101.73 101.73 2.00

Std Dev = 12.88 12.88 0.06

0.41


tidak dapat diterima untuk menganalisis data hujan diatas.

Simpangan maksimum (∆P maksimum) =

jika jumlah data 11 dan α (derajat kepercayaan) adalah 5% maka dari tabel Lampiran 7

0.740.55

-0.01-0.05

-0.031-0.033

-0.99

0.49960.9676

-Ln -Ln ((T-1)/T)(Yt-Yn)/Sn

-1.622

Kesimpulan Uji Chi Kuadrat

No DistribusiChi² Chi² tabel

KesimpulanHitung 5% 1%

1 Normal 2.182 5.991 9.210 Diterima2 Log Normal 4.909 5.991 9.210 Diterima3 Gumbel 9.455 5.991 9.210 Tidak Diterima4 Log Pearson III 5.818 5.991 9.210 Diterima

Jumlah Data (N) = 11 TahunDK = 2.00

Keterangan :< , Distribusi teoritis dapat diterima/digunakan.> , Distribusi teoritis tidak dapat diterima/digunakan.

Kesimpulan Uji Smirnov – Kolmogorov

No Distribusi DmaksDo Tabel

Kesimpulan5% 1%

1 Normal 0.273 0.41 0.490 Diterima2 Log Normal 0.273 0.41 0.490 Diterima3 Gumbel 0.899 0.41 0.490 Tidak Diterima4 Log Pearson III 0.410 0.41 0.490 Tidak Diterima

Jumlah Data (N) = 11 Tahun

Keterangan :Dmaks < (Persamaan distribusi dapat diterima)Dmaks > (Persamaan distribusi tidak dapat diterima)

Cteoritis Ctabel 5% Cteoritis Ctabel1%

Do (5%)

Do (5%)

Kesimpulan Curah Hujan Maksimum

Periode Ulang Dist. Normal *) Dist. Log Normal Dist. Gumbel Dist. Log Pearson III

T (tahun) (mm) (mm) (mm) (mm)

10 118.21 120.48 125.03 115.71

25 123.73 127.84 137.65 117.62

50 128.13 134.04 147.01 118.41

50 128.13 134.04 147.01 118.12

Keterangan :*) Curah hujan Maksimum Rencana yang digunakan

Gambar 4.1 Grafik Curah Hujan Rencana

1 2 3 4

80.00

110.00

140.00

170.00

Dist. Normal *) Dist. Log Normal Dist. Gumbel

Kala Ulang (tahun)

Tinggi Hujan (mm)

INTENSITAS HUJANMenggunakan Rumus Mononobe

I = Intensitas Hujan Rencana (mm)

t = durasi hujan atau waktu konsentrasi (jam)

Periode Ulang Dist. NormalT (tahun) (mm)

10 118.2125 123.7350 128.1350 128.13

Tabel intensitas hujan rencana dengan rumus mononobe Durasi intensitas hujan (jam) 123.78 mm 132.55 mm 139.55 mm 173.33 mm0.083 214.802 224.824 232.819 232.8190.167 135.317 141.630 146.667 146.6670.250 103.266 108.084 111.928 111.9280.333 85.244 89.222 92.394 92.3940.500 65.053 68.089 70.510 70.5101.000 40.981 42.893 44.419 44.4192.000 25.816 27.021 27.982 27.9824.000 16.263 17.022 17.628 17.6285.000 14.015 14.669 15.191 15.191

Rumus : I = (X24 / 24) x (24/t)2/3

X24

= Tinggi hujan harian maksimum atau hujan rencana (mm)

0.000 1.000 2.000 3.000 4.000 5.000 6.0000.000

50.000

100.000

150.000

200.000

250.000

intensitas hujan 123.78 mm

132.55 mm

139.55 mm

Debit Rencana 10 tahun Luas = 2000 Ha

= 20Koef pengaliran (Ci) = 0.5 0.6 0.7

118.21 mm

No Ci L (Km) S tc (jam)1 4.00 0.5 2 0.0002 2 118.21 3.002 6.00 0.6 3 0.0002 3.6 118.21 4.103 10.00 0.7 5 0.0002 7 118.21 6.08

Σ 20.00 12.6

19.69

68.96



123.73 mm

No Ci L (Km) S tc (jam)1 4.00 0.5 2 0.0002 2 123.73 3.002 6.00 0.6 3 0.0002 3.6 123.73 4.103 10.00 0.7 5 0.0002 7 123.73 6.08

Σ 20.00 12.6

20.61

72.18



128.13 mm

No Ci L (Km) S tc (jam)1 4.00 0.5 2 0.0002 2 128.13 3.002 6.00 0.6 3 0.0002 3.6 128.13 4.103 10.00 0.7 5 0.0002 7 128.13 6.08

Σ 20.00 12.6

21.34

74.74

Km2

Curah Hujan Rencana XT

=

Ai (km2) Ai x Ci (km2) X T (mm)

I T ( tc terbesar) (mm/jam)

Q10 (m3/detik)

Km2


=



Q25 (m3/detik)

Km2


=



Q50 (m3/detik)

19.6915.9912.30

19.69

68.96

20.6116.7312.87

20.61

72.18

21.3417.3313.33

21.34

74.74

I T (mm/jam)

I T (mm/jam)

I T (mm/jam)

No Ci L (Km) S1 13.00 0.5 2 0.000022 9.75 0.6 3 0.000023 11.73 0.7 5 0.00002

Σ 34.48

No Ci Ai x Ci L (Km) S tc (jam)1 13.00 0.5 6.5 2 0.00002 118.21 7.292 9.75 0.6 5.85 3 0.00002 118.21 9.963 11.73 0.7 8.211 5 0.00002 118.21 14.76

Jumlah 34.48 20.56

10.90

62.32

Ai (km2)

Ai (km2) X T (mm)


Q10 (m3/detik)

10.908.856.81

I T (mm/jam)

Documents

PERHITUNGAN HIDROLOGI