rancangan irigasi agus

Upload: fizarya-musz-rizado

Post on 19-Feb-2018

219 views

Category:

Documents


0 download

TRANSCRIPT

  • 7/23/2019 Rancangan Irigasi Agus

    1/175

    CURAH HUJAN SETENGAH BULANAN

    No. Tahun Jan Feb Mar Apr

    I II I II I II I II

    1 1985 74 54 50 115 59 107 34 892 1986 37 18 145 0 83 43 17 923 1987 194 4 0 11 18 72 94 884 1988 102 25 67 106 26 62 40 295 1989 67 107 64 27 39 47 107 676 1990 25 101 3 23 220 76 80 317 1991 82 0 10 103 67 107 71 58 1992 35 94 27 16 29 76 61 719 1993 87 15 27 0 0 20 35 69

    10 1994 38 84 53 34 86 91 46 8511 1995 57 56 234 146 102 165 29 106

    12 1996 94 55 31 168 0 70 34 10113 1997 14 73 293 56 0 47 36 5014 1998 0 60 49 21 24 244 33 6715 1999 116 12 104 68 25 21 20 5516 2000 21 83 55 131 13 11 57 217 2001 122 8 3 97 12 34 12 3318 2002 147 83 133 67 134 20 49 519 2003 169 75 151 0 9 37 143 020 2004 24 40 28 69 27 35 34 3421 2005 147 83 133 67 134 20 49 5

    22 2006 191 103 2 0 25 62 81 7323 2007 42 182 45 50 98 27 40 108

    D

    CURAH HUJAN SETENGAH BULANAN

    No. Tahun Jan Feb Mar Apr

    I II I II I II I II1 1985 52 42 40 72.5 44.5 68.5 32 59.52 1986 33.5 24 87.5 0 56.5 36.5 23.5 61

    3 1987 112 17 0 20.5 24 51 62 594 1988 66 27.5 48.5 68 28 46 35 29.55 1989 48 5 68 5 47 28 5 34 5 38 5 68 5 48 5

  • 7/23/2019 Rancangan Irigasi Agus

    2/175

    6 1990 27.5 65.5 16.5 26.5 125 53 55 30.57 1991 56 0 20 66.5 48.5 68.5 50.5 17.58 1992 32.5 62 28.5 23 29.5 53 45.5 50.59 1993 58.5 22.5 28.5 0 0 25 32.5 49.5

    10 1994 34 57 41.5 32 58 60.5 38 57.511 1995 43.5 43 132 88 66 97.5 29.5 6812 1996 62 42.5 30.5 99 0 50 32 65.513 1997 22 51.5 161.5 43 0 38.5 33 4014 1998 0 45 39.5 25.5 27 137 31.5 48.515 1999 73 21 67 49 27.5 25.5 25 42.516 2000 25.5 56.5 42.5 80.5 21.5 20.5 43.5 1617 2001 76 19 16.5 63.5 21 32 21 31.518 2002 88.5 56.5 81.5 48.5 82 25 39.5 17.519 2003 99.5 52.5 90.5 0 19.5 33.5 86.5 020 2004 27 35 29 49.5 28.5 32.5 32 3221 2005 88.5 56.5 81.5 48.5 82 25 39.5 17.522 2006 110.5 66.5 16 0 27.5 46 55.5 51.523 2007 36 106 37.5 40 64 28.5 35 69

    ENGURUTAN DATA CURAH HUJAN E!E"T#! $ DAR# %G "EC#L &

    No.Urut Jan Feb Mar Apr1 0 0 0 0 0 20.5 21 02 22 17 16 0 0 25 23.5 163 25.5 19 16.5 0 0 25 25 17.54 27 21 16.5 0 19.5 25 29.5 17.55 27.5 22.5 20 20.5 21 25.5 31.5 17.5

    6 32.5 24 28.5 23 21.5 28.5 32 29.57 33.5 27.5 28.5 25.5 24 32 32 30.58 34 35 29 26.5 27 32.5 32 31.59 36 42 30.5 28.5 27.5 33.5 32.5 32

    10 43.5 42.5 37.5 32 27.5 36.5 33 4011 48.5 43 39.5 40 28 38.5 35 42.512 52 45 40 43 28.5 38.5 35 48.513 56 51.5 41.5 48.5 29.5 46 38 48.514 58.5 52.5 42.5 48.5 34.5 46 39.5 49.515 62 56.5 47 49 44.5 50 39.5 50.5

    16 66 56.5 48.5 49.5 48.5 51 43.5 51.517 73 56.5 67 63.5 56.5 53 45.5 57.518 76 57 81.5 66.5 58 53 50.5 5919 88.5 62 81.5 68 64 60.5 55 59.520 88.5 65.5 87.5 72.5 66 68.5 55.5 6121 99.5 66.5 90.5 80.5 82 68.5 62 65.522 110.5 68.5 132 88 82 97.5 68.5 6823 112 106 161.5 99 125 137 86.5 69

    88.500 62.700 82.700 68.900 64.400 62.100 55.100 59.800Re pa!" # 4.130 2.926 3.859 3.215 3.005 2.898 2.571 2.791

    52.000 45.000 40.000 43.000 28.500 38.500 35.000 48.500

    Re pa$a%"&a # 2.427 2.100 1.867 2.007 1.330 1.797 1.633 2.263

    R80'

    R50'

  • 7/23/2019 Rancangan Irigasi Agus

    3/175

    ENGURUTAN DATA CURAH HUJAN E!E"T#! $ DAR# %G BESAR &

    No.Urut Jan Feb Mar Apr1 112 106 161.5 99 125 137 86.5 692 110.5 68.5 132 88 82 97.5 68.5 683 99.5 66.5 90.5 80.5 82 68.5 62 65.54 88.5 65.5 87.5 72.5 66 68.5 55.5 61

    5 88.5 62 81.5 68 64 60.5 55 59.56 76 57 81.5 66.5 58 53 50.5 597 73 56.5 67 63.5 56.5 53 45.5 57.58 66 56.5 48.5 49.5 48.5 51 43.5 51.59 62 56.5 47 49 44.5 50 39.5 50.5

    10 58.5 52.5 42.5 48.5 34.5 46 39.5 49.511 56 51.5 41.5 48.5 29.5 46 38 48.512 52 45 40 43 28.5 38.5 35 48.513 48.5 43 39.5 40 28 38.5 35 42.514 43.5 42.5 37.5 32 27.5 36.5 33 4015 36 42 30.5 28.5 27.5 33.5 32.5 32

    16 34 35 29 26.5 27 32.5 32 31.517 33.5 27.5 28.5 25.5 24 32 32 30.518 32.5 24 28.5 23 21.5 28.5 32 29.519 27.5 22.5 20 20.5 21 25.5 31.5 17.520 27 21 16.5 0 19.5 25 29.5 17.521 25.5 19 16.5 0 0 25 25 17.522 22 17 16 0 0 25 23.5 1623 0 0 0 0 0 20.5 21 0

    27.400 22.200 19.300 16.400 20.700 25.400 31.100 17.500Re pa!" # 1.279 1.036 0.901 0.765 0.966 1.185 1.451 0.817

    52.000 45.000 40.000 43.000 28.500 38.500 35.000 48.500Re pa$a%"&a # 2.427 2.100 1.867 2.007 1.330 1.797 1.633 2.263

    R80'

    R50'

  • 7/23/2019 Rancangan Irigasi Agus

    4/175

    a a ura u an e um am a n m

    Me" Jun Ju$ A(u)t *epI II I II I II I II I II I

    35 154 59 167 18 119 53 0 28 57 1021 84 73 436 15 37 35 23 10 46 18302 23 36 20 9 13 27 75 67 134 2147 97 31 7 61 49 118 56 18 192 9153 43 2 8 70 5 77 68 52 119 3

    49 22 4 11 48 36 34 16 0 54 7238 31 76 22 1 12 33 30 18 10 6

    23 26 52 14 18 149 17 103 0 63 9173 29 69 8 4 28 57 101 11 80 2

    62 21 13 60 13 26 0 49 15 18 738 61 2 37 4 26 11 72 18 33 18

    86 40 40 1 19 36 116 58 20 53 162 21 110 10 275 10 40 71 18 39 870 35 45 33 0 17 4 74 62 66 957 30 39 24 30 12 15 153 14 40 555 23 22 28 14 8 12 234 46 70 272 47 98 38 40 25 32 0 35 70 583 63 207 0 20 21 116 79 0 122 3

    227 104 159 26 90 187 17 281 38 53 1997 47 2 0 31 50 22 3 27 96 883 63 207 0 20 21 116 79 0 122 3

    9 86 28 26 53 0 21 61 25 35 595 45 0 42 119 104 16 87 147 10 1

    ata Cura Hu an su a tam a n m ag 2

    Me" Jun Ju$ A(u)t *epI II I II I II I II I II I32.5 92 44.5 98.5 24 74.5 41.5 0 29 43.5 625.5 57 51.5 233 22.5 33.5 32.5 26.5 20 38 108.

    166 26.5 33 25 19.5 21.5 28.5 52.5 48.5 82 29.88.5 63.5 30.5 18.5 45.5 39.5 74 43 24 111 691 5 36 5 16 19 50 17 5 53 5 49 41 74 5 3

  • 7/23/2019 Rancangan Irigasi Agus

    5/175

    39.5 26 17 20.5 39 33 32 23 0 42 51.134 30.5 53 26 15.5 21 31.5 30 24 20 426.5 28 41 22 24 89.5 23.5 66.5 0 46.5 6

    101.5 29.5 49.5 19 17 29 43.5 65.5 20.5 55 246 25.5 21.5 45 21.5 28 0 39.5 22.5 24 534 45.5 16 33.5 17 28 20.5 51 24 31.5 107.58 35 35 15.5 24.5 33 73 44 25 41.5 246 25.5 70 20 152.5 20 35 50.5 24 34.5 56.50 32.5 37.5 31.5 0 23.5 17 52 46 48 63.

    43.5 30 34.5 27 30 21 22.5 91.5 22 35 42.42.5 26.5 26 29 22 19 21 132 38 50 26.

    51 38.5 64 34 35 27.5 31 0 32.5 50 456.5 46.5 118.5 0 25 25.5 73 54.5 0 76 3

    128.5 67 94.5 28 60 108.5 23.5 155.5 34 41.5 1163.5 38.5 16 0 30.5 40 26 16.5 28.5 63 57.56.5 46.5 118.5 0 25 25.5 73 54.5 0 76 319.5 58 29 28 41.5 0 25.5 45.5 27.5 32.5 462.5 37.5 0 36 74.5 67 23 58.5 88.5 20 22.

    Me" Jun Ju$ A(u)t *ep19.5 25.5 0 0 0 0 0 0 0 20 225.5 25.5 16 0 15.5 17.5 17 0 0 20 22.26.5 26 16 0 17 19 20.5 16.5 0 24 26.32.5 26.5 16 15.5 17 20 21 23 0 31.5 2

    34 26.5 17 18.5 19.5 21 22.5 26.5 20 32.5 29.

    39.5 28 21.5 19 21.5 21 23 30 20.5 34.5 342.5 29.5 26 19 22 21.5 23.5 39.5 22 35 343.5 30 29 20 22.5 23.5 23.5 43 22.5 38 3

    46 30.5 30.5 20.5 24 25.5 25.5 44 24 41.5 446 32.5 33 22 24 25.5 26 45.5 24 41.5 450 35 34.5 25 24.5 27.5 28.5 49 24 42 42.51 36.5 35 26 25 28 31 50.5 24 43.5 4

    56.5 37.5 37.5 27 25 28 31.5 51 25 46.5 51.56.5 38.5 41 28 30 29 32 52 27.5 48 5

    58 38.5 44.5 28 30.5 33 32.5 52.5 28.5 50 56.

    62.5 45.5 49.5 29 35 33 35 54.5 29 50 57.63.5 46.5 51.5 31.5 39 33.5 41.5 54.5 32.5 55 688.5 46.5 53 33.5 41.5 39.5 43.5 58.5 34 63 63.91.5 57 64 34 45.5 40 53.5 65.5 38 74.5 6

    101.5 58 70 36 50 67 73 66.5 41 76 6128.5 63.5 94.5 45 60 74.5 73 91.5 46 76 107.

    134 67 118.5 98.5 74.5 89.5 73 132 48.5 82 108.166 92 118.5 233 152.5 108.5 74 155.5 88.5 111 11

    93.500 57.200 65.200 34.400 46.400 45.400 57.400 65.700 38.600 74.800 64.804.363 2.669 3.043 1.605 2.165 2.119 2.679 3.066 1.801 3.491 3.02

    51.000 36.500 35.000 26.000 25.000 28.000 31.000 50.500 24.000 43.500 48.00

    2.380 1.703 1.633 1.213 1.167 1.307 1.447 2.357 1.120 2.030 2.24

  • 7/23/2019 Rancangan Irigasi Agus

    6/175

    Me" Jun Ju$ A(u)t *ep166 92 118.5 233 152.5 108.5 74 155.5 88.5 111 11134 67 118.5 98.5 74.5 89.5 73 132 48.5 82 108.

    128.5 63.5 94.5 45 60 74.5 73 91.5 46 76 107.101.5 58 70 36 50 67 73 66.5 41 76 6

    91.5 57 64 34 45.5 40 53.5 65.5 38 74.5 688.5 46.5 53 33.5 41.5 39.5 43.5 58.5 34 63 63.63.5 46.5 51.5 31.5 39 33.5 41.5 54.5 32.5 55 662.5 45.5 49.5 29 35 33 35 54.5 29 50 57.

    58 38.5 44.5 28 30.5 33 32.5 52.5 28.5 50 56.56.5 38.5 41 28 30 29 32 52 27.5 48 556.5 37.5 37.5 27 25 28 31.5 51 25 46.5 51.

    51 36.5 35 26 25 28 31 50.5 24 43.5 450 35 34.5 25 24.5 27.5 28.5 49 24 42 42.46 32.5 33 22 24 25.5 26 45.5 24 41.5 446 30.5 30.5 20.5 24 25.5 25.5 44 24 41.5 4

    43.5 30 29 20 22.5 23.5 23.5 43 22.5 38 342.5 29.5 26 19 22 21.5 23.5 39.5 22 35 339.5 28 21.5 19 21.5 21 23 30 20.5 34.5 3

    34 26.5 17 18.5 19.5 21 22.5 26.5 20 32.5 29.32.5 26.5 16 15.5 17 20 21 23 0 31.5 226.5 26 16 0 17 19 20.5 16.5 0 24 26.25.5 25.5 16 0 15.5 17.5 17 0 0 20 22.19.5 25.5 0 0 0 0 0 0 0 20 2

    33.700 26.500 16.800 17.900 19.000 20.800 22.200 25.800 16.000 32.300 29.001.573 1.237 0.784 0.835 0.887 0.971 1.036 1.204 0.747 1.507 1.35

    51.000 36.500 35.000 26.000 25.000 28.000 31.000 50.500 24.000 43.500 48.002.380 1.703 1.633 1.213 1.167 1.307 1.447 2.357 1.120 2.030 2.24

  • 7/23/2019 Rancangan Irigasi Agus

    7/175

  • 7/23/2019 Rancangan Irigasi Agus

    8/175

    79.5 48.5 21 36 28 7 1991 5648 40 55 60.5 62.5 8 1992 94.5

    40.5 24.5 88 114.5 39.5 9 1993 8120 40 70 28.5 85.5 10 1994 91

    65.5 122 90.5 87 69 11 1995 86.554.5 45.5 106.5 60 26.5 12 1996 104.5101 68 44.5 26 70 13 1997 73.565.5 32.5 128 117.5 33.5 14 1998 45

    95 58.5 100.5 52.5 62 15 1999 9435.5 56 34 31 37 16 2000 82

    40 51 93 54.5 69.5 17 2001 9522.5 48 251 28.5 90.5 18 2002 145

    0 46 109.5 55 105 19 2003 152118 79.5 66.5 24.5 126 20 2004 62

    110.5 77.5 36 40.5 23.5 21 2005 1450 46 109.5 55 105 22 2006 177

    28 49.5 148.5 42.5 35.5 23 2007 14237.5 102 57 110.5 74

    ,t Nop -e) rob0 24.5 0 24.5 23.5 4.170 32.5 21 26 26.5 8.33

    18 40 34 28.5 28 12.5020 40 36 28.5 33.5 16.67

    22.5 45 39.5 31 33.5 20.83

    26.5 45.5 44.5 36 35.5 25.0028 46 55 40.5 37 29.17

    35.5 46 57 42.5 39 33.3337.5 48 66.5 48.5 39.5 37.50

    40 48.5 68 49 45 41.6740.5 49.5 70 52.5 56 45.8341.5 51 77 54.5 62 50.00

    48 56 88 54.5 62.5 54.1753 58.5 90.5 55 69 58.33

    54.5 62 93 55 69.5 62.50

    61.5 66.5 93.5 60 69.5 66.6765.5 68 100.5 60.5 70 70.8365.5 77.5 106.5 76 74 75.0079.5 78.5 109.5 87 85.5 79.17

    95 79.5 109.5 104 90.5 83.33101 100.5 128 110.5 105 87.50

    110.5 102 148.5 114.5 105 91.67118 122 251 117.5 126 95.83

    82.600 78.700 109.500 90.400 86.50080

    3.855 3.673 5.110 4.219 4.03741.500 51.000 77.000 54.500 62.000

    501.937 2.380 3.593 2.543 2.893

  • 7/23/2019 Rancangan Irigasi Agus

    9/175

    ,t Nop -e) rob118 122 251 117.5 126 4.17

    110.5 102 148.5 114.5 105 8.33101 100.5 128 110.5 105 12.5095 79.5 109.5 104 90.5 16.67

    79.5 78.5 109.5 87 85.5 20.8365.5 77.5 106.5 76 74 25.0065.5 68 100.5 60.5 70 29.1761.5 66.5 93.5 60 69.5 33.3354.5 62 93 55 69.5 37.50

    53 58.5 90.5 55 69 41.6748 56 88 54.5 62.5 45.83

    41.5 51 77 54.5 62 50.0040.5 49.5 70 52.5 56 54.17

    40 48.5 68 49 45 58.3337.5 48 66.5 48.5 39.5 62.50

    35.5 46 57 42.5 39 66.6728 46 55 40.5 37 70.83

    26.5 45.5 44.5 36 35.5 75.0022.5 45 39.5 31 33.5 79.17

    20 40 36 28.5 33.5 83.3318 40 34 28.5 28 87.500 32.5 21 26 26.5 91.670 24.5 0 24.5 23.5 95.83

    22.000 44.000 38.800 30.500 33.50080

    1.027 2.053 1.811 1.423 1.563

    41.500 51.000 77.000 54.500 62.000 501.937 2.380 3.593 2.543 2.893

  • 7/23/2019 Rancangan Irigasi Agus

    10/175

    Feb Mar Apr Me" Jun Ju$ A(u)t *ep +,t Nop -e)165 166 123 189 226 137 53 85 182 233 115

    145 126 109 105 509 52 58 56 210 218 23111 90 182 325 56 22 102 201 82 109 116173 88 69 244 38 110 174 210 183 103 26091 86 174 196 10 75 145 171 36 328 12826 296 111 71 15 84 50 54 202 79 68

    113 174 76 269 98 13 63 28 132 130 18643 105 132 49 66 167 120 63 149 165 24827 20 104 202 77 32 158 91 34 160 16887 177 131 83 73 39 49 33 177 365 252

    380 267 135 99 39 30 83 51 264 244 113199 70 135 126 41 55 174 73 186 165 132

    349 47 86 83 120 285 111 57 184 261 24270 268 100 105 78 17 78 128 257 258 169

    172 46 75 87 63 42 168 54 96 120 76186 24 59 78 50 22 246 116 73 228 188100 46 45 119 136 65 32 105 69 538 178200 154 54 146 207 41 195 122 38 251 260151 46 143 331 185 277 298 91 398 232 24197 62 68 144 2 81 25 123 276 167 68

    200 154 54 146 207 41 195 122 38 251 2602 87 154 95 54 53 82 60 80 336 96

    95 125 148 140 42 223 103 157 60 258 309

    Feb Mar Apr Me" Jun Ju$ A(u)t *ep +,t Nop -e)112.5 113 91.5 124.5 143 98.5 41.5 72.5 121 146.5 87.587.5 93 84.5 82.5 284.5 56 59 58 135 139 145.520.5 75 121 192.5 58 41 81 130.5 71 84.5 88

    116.5 74 64.5 152 49 85 117 135 121.5 66.5 16075.5 73 117 128 35 67.5 102.5 115.5 48 194 94

    43 178 85 5 65 5 37 5 72 55 42 131 69 5 64

  • 7/23/2019 Rancangan Irigasi Agus

    11/175

    86.5 117 68 164.5 79 36.5 61.5 44 96 95 12351.5 82.5 96 54.5 63 113.5 90 46.5 104.5 112.5 15428.5 25 82 131 68.5 46 109 75.5 47 110 11473.5 118.5 95.5 71.5 66.5 49.5 39.5 46.5 118.5 212.5 156220 163.5 97.5 79.5 49.5 45 71.5 55.5 162 152 86.5

    129.5 50 97.5 93 50.5 57.5 117 66.5 123 112.5 96204.5 38.5 73 71.5 90 172.5 85.5 58.5 122 160.5 151

    65 164 80 82.5 69 23.5 69 94 158.5 159 114.5116 53 67.5 73.5 61.5 51 114 57 78 90 68123 42 59.5 69 55 41 153 88 66.5 144 12480 53 52.5 89.5 98 62.5 31 82.5 64.5 299 119

    130 107 57 103 118.5 50.5 127.5 76 34 155.5 16090.5 53 86.5 195.5 122.5 168.5 179 75.5 229 146 150.578.5 61 64 102 16 70.5 42.5 91.5 168 113.5 64130 107 57 103 118.5 50.5 127.5 76 34 155.5 16016 73.5 107 77.5 57 41.5 71 60 70 198 78

    77.5 92.5 104 100 36 141.5 81.5 108.5 60 159 184.5

  • 7/23/2019 Rancangan Irigasi Agus

    12/175

  • 7/23/2019 Rancangan Irigasi Agus

    13/175

  • 7/23/2019 Rancangan Irigasi Agus

    14/175

  • 7/23/2019 Rancangan Irigasi Agus

    15/175

  • 7/23/2019 Rancangan Irigasi Agus

    16/175

    Bulan

    satuan $C& $'& $(m)hari& $'& AGUS SALIM = 0.3

    Januari 25.30 80.00 240.00 48.00!ebruari 26.30 79.00 216.00 53.00

    *aret 29.30 80.00 216.00 50.00A+ril 24.30 80.00 192.00 57.00*ei 28.30 78.00 158.40 53.00

    Juni 28.30 73.00 192.00 55.00Juli 26.30 72.00 216.00 50.00Agustus 27.30 71.00 216.00 57.00Se+tember 26.30 76.00 192.00 40.00,(t-ber 24.30 84.00 192.00 39.00N-.ember 26.30 79.00 192.00 43.00Desember 25.30 82.50 216.00 44.00

    Perencanaan Irig

    L-(asi 05/ 31 07 U 95/ 25 45 T

    "etinggian $ h & 15 !" ata) peru,aan $aut

    araeter *atuan Jan Feb Mar Apr Me" Jun Ju$ A(u)t *ep +tT 25.300 26.300 29.300 24.300 28.300 28.300 26.300 27.300 26.300 24.U ,har" 240.000 216.000 216.000 192.000 158.400 192.000 216.000216.000 192.000 192.nN ' 48.000 53.000 50.000 57.000 53.000 55.000 50.000 57.000 40.000 39.: 0.743 0.753 0.777 0.733 0.772 0.772 0.753 0.763 0.753 0.1: 0.257 0.247 0.223 0.267 0.228 0.228 0.247 0.237 0.247 0.ea bar 32.270 34.230 40.790 30.370 38.490 38.490 34.230 36.330 34.230 30.R; ' 80.000 79.000 80.000 80.000 78.000 73.000 72.000 71.000 76.000 84.

    (elemba+an/ (e01angin dan +eninaran

    matahari

    Tem+eratur $T&

    "elembaban $RH&

    anAngin

    an*atahari

  • 7/23/2019 Rancangan Irigasi Agus

    17/175

    e! bar 25.816 27.042 32.632 24.296 30.022 28.098 24.646 25.794 26.015 25.eae! bar 6.454 7.188 8.158 6.074 8.468 10.392 9.584 10.536 8.215 4.

  • 7/23/2019 Rancangan Irigasi Agus

    18/175

    500 0.74 0.76 %2 0.753%3 0.743

    15.00 33.6 30 0.75 0.77 %1 0.753

    500 0.76 0.78 %2 0.763%3 0.753 ar Tep. 29

    ar Tep. 28 30 t > 29.30 40.1 4

    : p! h # h > 15.000 0.77 0.78 %1 0.777

    500 0.78 0.79 %2 0.787 apr"$ Tep. 24 %3 0.777

    29.8 3apr Tep. 24 26 t > 24.30

    : p! h # h > 15.000 0.73 0.75 %1 0.733 e" Tep. 28

    500 0.74 0.76 %2 0.743%3 0.733 37.8 4

    a@ Tep. 28 30 t > 28.30: p! h # h > 15.00 &un" Tep. 28

    0 0.77 0.78 %1 0.772500 0.78 0.79 %2 0.782 37.8 4

    %3 0.772

    &un Tep. 28 30 t > 28.30 &u$" Tep. 26 : p! h # h > 15.00

    0 0.77 0.78 %1 0.772 33.6 3500 0.78 0.79 %2 0.782

    %3 0.772a()t Tep. 27

  • 7/23/2019 Rancangan Irigasi Agus

    19/175

    &u$ Tep. 26 28 t > 26.30 35.7 3: p! h # h > 15.00

    0 0.75 0.77 %1 0.753500 0.76 0.78 %2 0.763 )ep Tep. 26

    %3 0.75333.6 3

    au(t Tep. 26 28 t > 27.30: p! h # h > 15.00 ot Tep. 24

    0 0.75 0.77 %1 0.763500 0.76 0.78 %2 0.773 29.8 3

    %3 0.763

    no Tep. 26 )ep Tep. 26 28 t > 26.30

    : p! h # h > 15.00 33.6 30 0.75 0.77 %1 0.753

    500 0.76 0.78 %2 0.763%3 0.753 !e) Tep. 25

    31.7 3

    ot Tep. 24 26 t > 24.30

    : p! h # h > 15.000 0.73 0.75 %1 0.733

    500 0.74 0.76 %2 0.743%3 0.733

    no Tep. 26 28 t > 26.30: p! h # h > 15.00

    0 0.75 0.77 %1 0.753500 0.76 0.78 %2 0.763

  • 7/23/2019 Rancangan Irigasi Agus

    20/175

    %3 0.753

    !e Tep. 24 26 t > 25.30: p! h # h > 15.00

    0 0.73 0.75 %1 0.743500 0.74 0.76 %2 0.753

    %3 0.743

  • 7/23/2019 Rancangan Irigasi Agus

    21/175

    dan Bangunan Air

    No -e26.300 25.300 TA? T?BANAN UA

    192.000 216.000 Tep 0 1 2 3 4 5 643.000 44.000 eabar 6.10 6.60 7.10 7.60 8.10 8.70 9.80.753 0.7430.247 0.257

    34.230 32.270 TA? FABT+R B+R?B*I UNTUB u79.000 82.500 Bet"n(("an Tepat en(u,uran # 0.5

  • 7/23/2019 Rancangan Irigasi Agus

    22/175

    27.042 26.623 Fa,tor ,ore,)" 1.35 17.188 5.6470.788 0.8530.250 0.250 Tabe$ N"$a" Fa,tor ebobot :0.750 0.750 Tept 2 4 6 8 10 12

    14.350 13.900 Bet"n(("an15.960 15.725 0 0.43 0.46 0.49 0.52 0.55 0.58 00.111 0.113 500 0.44 0.48 0.51 0.54 0.57 0.60 00.487 0.496 1000 0.46 0.49 0.52 0.55 0.58 0.61 00.864 0.881 2000 0.49 0.52 0.55 0.58 0.61 0.64 06.673 6.5334.140 4.0191.081 1.060 Tabe$ en(aruh Tep

  • 7/23/2019 Rancangan Irigasi Agus

    23/175

    26.30 26.30

    15.9 16.3 29.30 a

    t > 29.30 16.3 16.7 24.30 ap

    15.4 15.9 24.30

    e" Tep. 28 30 t > 28.30 eea 30.370

    16.3 16.7 28.30 &un" Tep. 28 30 t > 28.30 &un

    ea 38.490 16.3 16.7

  • 7/23/2019 Rancangan Irigasi Agus

    24/175

    ot Tep. 24 26 t > 24.30 otea 36.330

    15.4 15.9 26.30 no Tep. 26 28 t > 26.30 no

    ea 34.230 15.9 16.3 25.30 !et > 24.30

    15.4 15.9 26.30

    ea 34.230

    t > 25.30

    ea 32.270

  • 7/23/2019 Rancangan Irigasi Agus

    25/175

  • 7/23/2019 Rancangan Irigasi Agus

    26/175

    7 8 9 10 11 12 13 14 15 16 17 18 19 2010.00 10.70 11.50 12.30 13.10 14.00 15.00 16.10 17.00 18.20 19.40 20.60 22.00 23.40

    1.5 2 3 4 5 6

  • 7/23/2019 Rancangan Irigasi Agus

    27/175

    1.06 1.00 0.93 0.88 0.85 0.80

    16 18 20 22 24 26 28 30 32 34 36 38 40

    0.64 0.66 0.69 0.71 0.73 0.74 0.77 0.78 0.80 0.82 0.83 0.84 0.850.65 0.67 0.70 0.72 0.74 0.75 0.78 0.79 0.81 0.82 0.84 0.85 0.860.66 0.69 0.71 0.73 0.75 0.76 0.79 0.80 0.82 0.83 0.85 0.86 0.870.69 0.71 0.73 0.75 0.77 0.79 0.81 0.82 0.84 0.85 0.86 0.87 0.88

    14 16 18 20 22 24 26 28 30 32 34 36

    13.50 13.80 14.20 14.60 15.00 15.40 15.90 16.30 16.70 17.20 17.70 18.10

    20 22 24 26 28 30 32 34 36 38 400.14 0.13 0.12 0.12 0.11 0.10 0.09 0.08 0.08 0.07 0.06

    0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00.42 0.46 0.51 0.55 0.60 0.64 0.69 0.73 0.78 0.82 0.87 0.91 0.96 1.0

    0.48

    0 0

  • 7/23/2019 Rancangan Irigasi Agus

    28/175

    e! 0 0 e! > 27.04 0.53

    0 0 0.50

    0 0 0.57

    0 0 0.55

    0 0

  • 7/23/2019 Rancangan Irigasi Agus

    29/175

    e! 0 0 e! > 25.51 ot nN 0.35 0.40 nN > 0.39

    0 0 0.43

    0 0 0.44

    0 0

  • 7/23/2019 Rancangan Irigasi Agus

    30/175

  • 7/23/2019 Rancangan Irigasi Agus

    31/175

    21 22 23 24 25 26 27 28 29 30 31 32 33 34 324.90 26.40 28.10 29.80 31.70 33.60 35.70 37.80 40.10 42.40 44.60 47.60 50.30 53.20 56

  • 7/23/2019 Rancangan Irigasi Agus

    32/175

    Ra Ruu) G

    &an o,a)" 4 6 $o,a)" > 5 1

    14.3 13.9 Ra> 14.100 2( ) ( [ ufWRnWcETo += *1**

    ( ) RaNnRs */*50,025,0 +=( ) ( [ ufWRnWcETo += *1**

    ( ) RaNnRs */*50,025,0 +=

  • 7/23/2019 Rancangan Irigasi Agus

    33/175

    5 3

    15 14.8 Ra> 14.900 4

    ar o,a)" 4 6 $o,a)" > 5 5

    15.5 15.4 Ra> 15.450 6

    apr o,a)" 4 6 $o,a)" > 5

    Beteran(an G

    15.5 15.4 Ra> 15.450?to G ?apotran)p"ra)" tanaan

    e" o,a)" 4 6 $o,a)" > 5 G Fa,tor @an( enun&u,,an p )"an( !an a$a har"

    14.9 15.1 Ra> 15.000 : G Fa,tor bobotRn G ?ner(" ra!"a)" ber)"h @an(

    &un" o,a)" 4 6 $o,a)" > 5 14.550 Ra G Ra!"a)" @an( )apa" pa!a R) G Ra!"a)" atahar" @an( )a

    &u$" o,a)" 4 6 $o,a)" > 5 Rn1 G Ra!"a)" ber)"h (e$oban( pnN G erban!"n(an &a erah a,

    14.6 14.9 Ra> 14.750

    a(t o,a)" 4 6 $o,a)" > 5

    15.1 15.2 Ra> 15.150

    )ep o,a)" 4 6 $o,a)" > 5

    15.3 15.3 Ra> 15.300

    RsRns *)1( =

    )/(*)(*)(1 NnfedftfRn =

    1RnRnsRn =

    +=100

    1*27,0)( u

    uf

    RsRns *)1( =

    )/(*)(*)(1 NnfedftfRn =

    1RnRnsRn =

    +=100

    1*27,0)( u

    uf

  • 7/23/2019 Rancangan Irigasi Agus

    34/175

    ot o,a)" 4 6 $o,a)" > 5

    15.1 15 Ra> 15.050

    no o,a)" 4 6 $o,a)" > 5

    14.5 14.2 Ra> 14.350

    !e) o,a)" 4 6 $o,a)" > 5

    14.1 13.7 Ra> 13.900

  • 7/23/2019 Rancangan Irigasi Agus

    35/175

  • 7/23/2019 Rancangan Irigasi Agus

    36/175

    36 37 38 3959.40 62.80 66.30 69.90

  • 7/23/2019 Rancangan Irigasi Agus

    37/175

    Rs U (m/det) C

    Jan 0 0

    6 9

    0 1.06 1.1 0.98

    ) ]ed) ]ed

  • 7/23/2019 Rancangan Irigasi Agus

    38/175

    3 0.92 1.01 0.74

    0.98

    har" # ruh perbe!aan ,eepatan an("n pa!a

    #

    ha)"$,an eapora)" har" #@an( !"u,ur pa!a ,et"n(("an 2 ,har" #

    n(an te,anan uap a,tua$ bar #n ata) ato)He har" #

    e bu" har" #n( har" #

    en(an &a erah teor"t")

  • 7/23/2019 Rancangan Irigasi Agus

    39/175

  • 7/23/2019 Rancangan Irigasi Agus

    40/175

  • 7/23/2019 Rancangan Irigasi Agus

    41/175

    erhitungan "ebutuhan Air Tanaman $N!R&

    Mu$a" Tana > 1No:a,tu en@"apan ahan T# > 45har"Bebutuhan A"r en&enuhan *# > 300Tota$ ?H)"en)" Jar"n(an Ir"(a)" e# > 65'

    No. U R A I A N *AT Nov -e) Jan Feb Mar Apr Me" Jun Ju$ A(u *ep +

    1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1

    1 o$a Tanaa!" a!" a$a%"&a

    2 BoeH)"en pa!" 1# 1.10 1.10 1.05 1.05 0.95 0.00 1.10 1.10 1.05 1.05 0.95 0.003 BoeH)"en pa!" 2# 1.10 1.10 1.05 1.05 0.95 0.00 1.10 1.10 1.05 1.05 0.95 0.004 BoeH)"en pa!" 3# 1.10 1.10 1.05 1.05 0.95 0.00 1.10 1.10 1.05 1.05 0.95 0.005 BoeH)"en pa!" rerata r# 1.08 1.07 1.02 0.67 0.32 0.00 1.08 1.07 1.02 0 .67 0.32 0.006 BoeH)"en pa$a%"&a 1 0.50 0.59 0.96 1.05 1.027 BoeH)"en pa$a%"&a 2 0.95 0.50 0.59 0.96 1.058 BoeH)"en pa$a%"&a 3 1.02 0.95 0.50 0.59 0.969 BoeH)"en pa$a%"&a rerata r# 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0010 ?apotran)p"ra)" ?To# hr 4.99 4.99 4.57 4.57 4.82 4.82 5.36 5.36 5.59 5.59 5.63 5.63 5.56 5.56 6.01 6.01 5.85 5.85 6.39 6.39 5.32 5.32 4.5411 ?apora)" beba) ?o# hr 5.49 5.49 5.03 5.03 5.30 5.30 5.89 5.89 6.15 6.15 6.20 6.20 6.11 6.11 6.61 6.61 6.43 6.43 7.03 7.03 5.85 5.85 4.9912 er,o$a)" # hr 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.0013 Bebutuhan a"r pen((ant" M# > ?ohr 7.49 7.49 7.03 7.03 7.30 7.30 7.89 7.89 8.15 8.15 8.20 8.20 8.11 8.11 8.61 8.61 8.43 8.43 9.03 9.03 7.85 7.85 6.99

    14 B > MT#* hr 1.12 1.12 1.05 1.05 1.09 1.09 1.18 1.18 1.22 1.22 1.23 1.23 1.22 1.22 1.29 1.29 1.26 1.26 1.35 1.35 1.18 1.18 1.0515 en@"apan $ahan # hr 11.1 11.1 10.8 10.8 11.0 11.0 11.4 11.4 11.6 11.6 11.6 11.6 11.5 11.5 11.9 11.9 11.7 11.7 12.2 12.2 11.3 11.3 10.816 en((. Bon)ut"< pa!" ?T1# > rhr 11.1 11.1 10.8 4.95 5.14 4.90 3.57 1.70 0.00 0.00 11.5911.59 11.53 6.02 6.41 6.11 11.7 11.7 12.2 0.00 0.00 0.00 0.0017 en((. Bon)ut"< pa$a%"&a ?T2# hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0018 ;u&an e 1.46!thaa,) -R > 2.24 !tha

  • 7/23/2019 Rancangan Irigasi Agus

    42/175

  • 7/23/2019 Rancangan Irigasi Agus

    43/175

    t2

    0.951.021.050.00

    4.544.992.006.991.0510.80.000.003.851.94

    0.001.850.210.000.000.21

    0.33

  • 7/23/2019 Rancangan Irigasi Agus

    44/175

  • 7/23/2019 Rancangan Irigasi Agus

    45/175

    EToBulan Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    &t% ""/bulan 14'28' 14''75 1816' 161814 17200 175876 177461 1'447 156218 17601

    Nilai n

    % +aun Ju"la -ari -u.an

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 6 12 16 10 12 1 10 5 8 10

    2 1'86 6 10 12 ' ' 16 6 5 5 12

    1'87 ' 5 15 10 16 6 2 ' 11 '

    4 1'88 6 10 ' ' 10 10 12 11 10

    5 1'8' ' 14 15 1 ' 1 6 11 10

    6 1''0 10 7 ' 10 6 2 7 5 5 12

    7 1''1 1 15 1 ' 16 ' 2 6 10

    8 1''2 22 6 16 10 6 10 ' 6 10

    ' 1'' 6 8 1 ' 15 7 11 '

    10 1''4 15 10 1' ' 6 7 4 5 10

    11 1''5 5 17 1' 10 ' 8 5 14

    12 1''6 14 10 18 10 10 5 12 7 12

    1 1''7 1 17 6 ' 6 ' 15 ' 5 12

    14 1''8 5 7 6 ' ' ' 2 8 10 1415 1''' ' 15 6 8 ' 6 6 12 5 '

    16 2000 6 6 7 8 6 2 1 10 7

    17 2001 12 15 6 6 ' 10 5 ' 6

    18 2002 7 16 10 7 10 12 4 12 10

    1' 200 14 11 20 10 16 10 10 12 ' 14

    20 2004 5 ' 17 6 12 1 ' 10 1

    21 2005 14 16 1 6 12 10 4 12 10

    22 2006 16 1 6 12 ' 5 5 8 6 '

    2 2007 15 1 1 12 12 5 1 ' 10 6

    erbeaan eap%tranpirai p%tenial engan a$tual

    Perbedaan Evapotranspirasi Potensial dengan Aktual ( E )

  • 7/23/2019 Rancangan Irigasi Agus

    46/175

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 17'15 8''8 64 12'45 108 87'4 141'7 25265 15622 11008

    2 1'86 17'15 11''8 10'02 1456 15507 518 212'5 25265 2008 8256

    1'87 146 1'4'7 5451 12'45 446 21105 28'4 174'1 10'5 1284

    4 1'88 17'15 11''8 1652 1456 1784 2681 141'7 11661 10'5 11008

    5 1'8' 146 5''' 5451 80'1 15507 2'8'' 212'5 1604 124'7 20640

    6 1''0 11'4 164'7 1652 12'45 20676 28140 1'521 25265 2008 8256

    7 1''1 7464 44'' '085 1456 446 1582' 28'4 222 24 11008

    8 1''2 5'72 17''7 64 12'45 25845 21105 141'7 174'1 18746 11008

    ' 1'' 17'15 14''7 '085 1456 516' 1'46 2661' 1604 14060 20640

    10 1''4 447' 11''8 1817 1456 20676 1'46 24845 25265 24 1100811 1''5 1'408 1500 1817 12'45 15507 2681 2661' 1'45 2008 5504

    12 1''6 5'72 11''8 0000 12'45 1784 2681 2070 11661 17184 8256

    1 1''7 7464 1500 2180 1456 20676 1582' 524 174'1 2008 8256

    14 1''8 1'408 164'7 2180 1456 15507 1582' 28'4 1'45 124'7 5504

    15 1''' 146 44'' 2180 16181 15507 21105 212'5 11661 2008 1284

    16 2000 17'15 17''7 27254 17800 1720 21105 28'4 '717 124'7 1516

    17 2001 8'57 44'' 2180 1'418 15507 14070 2070 2'152 14060 16512

    18 2002 16422 2''' 1455 17800 1784 1055 24845 11661 124'7 20640

    1' 200 5'72 104'8 64 12'45 446 14070 141'7 11661 14060 5504

    20 2004 1'408 14'8 1817 1'418 108 2'8'' 15'71 2'152 124'7 6880

    21 2005 5'72 2''' '085 1'418 108 14070 24845 11661 124'7 20640

    22 2006 2'86 254'6 2180 '70' 15507 22864 2070 1'45 18746 1284

    2 2007 447' 74'' '085 '70' 108 22864 887 174'1 124'7 16512

    3& &t% "/20 (18n)

    " 20

    Evapotranspirasi Aktual ( E )

    % +aun &ap%tranpirai a$tual

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 117 140'8 17806 14887 161'6 16708 1626 16'08 14060 1265'

    2 1'86 117 17'8 1707' 14725 1567' 1726 15617 16'08 15'1 12'4

    1'87 1585 1048 17624 14887 16885 15477 14'07 17686 14528 12522

    4 1'88 117 17'8 1654 14725 15852 14'4' 1626 1826' 14528 1265'

    5 1'8' 1585 14'8 17624 1572 1567' 145'8 15617 18074 1472 116'6

    6 1''0 175 148 1654 14887 15162 14774 157'4 16'08 15'1 12'4

    7 1''1 14182 14548 17261 14725 16885 16005 14'07 1710 127' 1265'

  • 7/23/2019 Rancangan Irigasi Agus

    47/175

    8 1''2 15526 11'8 17806 14887 14646 15477 1626 17686 1747 1265'

    ' 1'' 117 14'8 17261 14725 1671 1565 15084 18074 14216 116'6

    10 1''4 14481 17'8 1851 14725 15162 1565 15262 16'08 127' 1265'

    11 1''5 12'88 14848 1851 14887 1567' 14'4' 15084 174'1 15'1 1210

    12 1''6 142 17'8 1816' 14887 15852 14'4' 154' 1826' 1'0 12'4

    1 1''7 14182 14848 15'8' 14725 15162 16005 17214 17686 15'1 12'4

    14 1''8 12'88 148 15'8' 14725 1567' 16005 14'07 174'1 1472 1210

    15 1''' 1585 14548 15'8' 1456 1567' 15477 15617 1826' 15'1 12522

    16 2000 117 11'8 15444 14401 15507 15477 14'07 1846 1472 12246

    17 2001 140 14548 15'8' 14240 1567' 16181 154' 1651' 14216 1210'

    18 2002 1287 146'8 16716 14401 15852 1652 15262 1826' 1472 116'61' 200 142 1'48 185 14887 16885 16181 1626 1826' 14216 1210

    20 2004 12'88 1648 17'88 14240 161'6 145'8 1614' 1651' 1472 1072

    21 2005 142 146'8 17261 14240 161'6 16181 15262 1826' 1472 116'6

    22 2006 1460 12448 15'8' 15211 1567' 1501 154' 174'1 1747 12522

    2 2007 14481 14248 17261 15211 161'6 1501 1685' 17686 1472 1210'

    & &t% 3&

    Curah Hujan Bulanan ( Re )

    % +aun ura u.an bulanan

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 '4 1125 11 '15 1245 14 '85 415 725 121

    2 1'86 575 875 ' 845 825 2845 56 5' 58 15 1'87 12' 205 75 121 1'25 58 41 81 105 71

    4 1'88 '5 1165 74 645 152 4' 85 117 15 1215

    5 1'8' 117 755 7 117 128 5 675 1025 1155 48

    6 1''0 ' 4 178 855 655 75 72 55 42 11

    7 1''1 56 865 117 68 1645 7' 65 615 44 '6

    8 1''2 '45 515 825 '6 545 6 115 '0 465 1045

    ' 1'' 81 285 25 82 11 685 46 10' 755 47

    10 1''4 '1 75 1185 '55 715 665 4'5 '5 465 1185

    11 1''5 865 220 165 '75 7'5 4'5 45 715 555 162

    12 1''6 1045 12'5 50 '75 ' 505 575 117 665 12

    1 1''7 75 2045 85 7 715 '0 1725 855 585 122

    14 1''8 45 65 164 80 825 6' 25 6' '4 1585

    15 1''' '4 116 5 675 75 615 51 114 57 78

    16 2000 82 12 42 5'5 6' 55 41 15 88 665

  • 7/23/2019 Rancangan Irigasi Agus

    48/175

    17 2001 '5 80 5 525 8'5 '8 625 1 825 645

    18 2002 145 10 107 57 10 1185 505 1275 76 4

    1' 200 152 '05 5 865 1'55 1225 1685 17' 755 22'

    20 2004 62 785 61 64 102 16 705 425 '15 168

    21 2005 145 10 107 57 10 1185 505 1275 76 4

    22 2006 177 16 75 107 775 57 415 71 60 70

    2 2007 142 775 '25 104 100 6 1415 815 1085 60

    Penyipanan !elebaban Tanah ("#")

    % +aun eni"panan $ele"baban tana

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 1626 17152 14'4 1426 16254 175'2 1524 7242 11'0 1'441

    2 1'86 1261 14'52 12221 1725 12571 20000 ''8 8''2 1220' 20000

    1'87 1'15 '002 '876 1721 20000 102 '1' 10414 18522 14578

    4 1'88 1621 17852 10866 11725 1'48 ''51 12174 141 18'72 1'4'1

    5 1'8' 18115 1152 '676 1628 17121 8'02 111 12176 17178 1104

    6 1''0 15565 10'52 20000 166 1188 8'76 11406 85'2 1060' 20000

    7 1''1 11418 14102 144' 12075 1'565 118'5 874 '047 11121 16'41

    8 1''2 1'24 11'52 10444 1471 10804 1082 15024 1114 10'0 177'1

    ' 1'' 14'6 '52 52' 1475 1687 111'7 '516 12826 14 1004

    10 1''4 1461' 1552 14'' 14825 11'88 10''7 '688 7042 1171 1'1'1

    11 1''5 15662 20000 17''' 1486 12271 10001 '416 '65' 11'5' 20000

    12 1''6 16118 1'152 681 1486 1448 10101 1011 141 12747 1'66

    1 1''7 1168 20000 7861 12575 11'88 12''5 20000 10864 1225' 1'26614 1''8 11512 1152 20000 1275 12571 108'5 744 '40' 15028 20000

    15 1''' 15815 17052 '11 12187 11671 1067 '48 111 1210' 15278

    16 2000 1506 1'102 8756 1154' 11' 1002 '1' 1687 14428 14404

    17 2001 15467 1452 '11 11010 1271 161' 10811 6581 1404 1441

    18 2002 20000 1802 1'84 112'' 14448 1518 '788 14481 1228 11704

    1' 200 20000 15102 6767 176 20000 1606' 20000 1'61 14 20000

    20 2004 1212 14202 8112 12160 14004 7002 10'01 771 14778 20000

    21 2005 20000 1802 14' 11460 14104 1566' '788 14481 1228 11704

    22 2006 20000 '152 1161 1548' 12071 10'' 8711 '60' 1225 14478

    2 2007 1'71' 1502 11'8' 1518' 1804 82'' 172'1 10464 16478 18'1

    !M! 9!M:Re&

    atatan ; .i$a !M! < 200 200

    !M! = 0 0

  • 7/23/2019 Rancangan Irigasi Agus

    49/175

    !elebihan Air ($")

    % +aun >elebian air

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 000 000 000 000 000 000 000 000 000 000

    2 1'86 000 000 000 000 000 11214 000 000 000 566

    1'87 000 000 000 000 265 000 000 000 000 000

    4 1'88 000 000 000 000 000 000 000 000 000 000

    5 1'8' 000 000 000 000 000 000 000 000 000 000

    6 1''0 000 000 1266 000 000 000 000 000 000 166

    7 1''1 000 000 000 000 000 000 000 000 000 000

    8 1''2 000 000 000 000 000 000 000 000 000 000

    ' 1'' 000 000 000 000 000 000 000 000 000 000

    10 1''4 000 000 000 000 000 000 000 000 000 000

    11 1''5 000 7152 000 000 000 000 000 000 000 2''0

    12 1''6 000 000 000 000 000 000 000 000 000 000

    1 1''7 000 5602 000 000 000 000 06 000 000 000

    14 1''8 000 000 411 000 000 000 000 000 000 2640

    15 1''' 000 000 000 000 000 000 000 000 000 000

    16 2000 000 000 000 000 000 000 000 000 000 000

    17 2001 000 000 000 000 000 000 000 000 000 000

    18 2002 121 000 000 000 000 000 000 000 000 000

    1' 200 868 000 000 000 2665 000 524 000 000 '6'0

    20 2004 000 000 000 000 000 000 000 000 000 72821 2005 168 000 000 000 000 000 000 000 000 000

    22 2006 070 000 000 000 000 000 000 000 000 000

    2 2007 000 000 000 000 000 000 000 000 000 000

    ?! 9!M : Re&!M!

    atatan ; .i$a ?! = 0 0

    %n&iltrasi ( %n& )

    % +aun 9n@iltrai

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 000 000 000 000 000 000 000 000 000 000

    2 1'86 000 000 000 000 000 4486 000 000 000 226

  • 7/23/2019 Rancangan Irigasi Agus

    50/175

    1'87 000 000 000 000 '46 000 000 000 000 000

    4 1'88 000 000 000 000 000 000 000 000 000 000

    5 1'8' 000 000 000 000 000 000 000 000 000 000

    6 1''0 000 000 506 000 000 000 000 000 000 066

    7 1''1 000 000 000 000 000 000 000 000 000 000

    8 1''2 000 000 000 000 000 000 000 000 000 000

    ' 1'' 000 000 000 000 000 000 000 000 000 000

    10 1''4 000 000 000 000 000 000 000 000 000 000

    11 1''5 000 2861 000 000 000 000 000 000 000 11'6

    12 1''6 000 000 000 000 000 000 000 000 000 000

    1 1''7 000 2241 000 000 000 000 015 000 000 00014 1''8 000 000 164 000 000 000 000 000 000 1056

    15 1''' 000 000 000 000 000 000 000 000 000 000

    16 2000 000 000 000 000 000 000 000 000 000 000

    17 2001 000 000 000 000 000 000 000 000 000 000

    18 2002 485 000 000 000 000 000 000 000 000 000

    1' 200 47 000 000 000 1066 000 20' 000 000 876

    20 2004 000 000 000 000 000 000 000 000 000 14'1

    21 2005 067 000 000 000 000 000 000 000 000 000

    22 2006 1228 000 000 000 000 000 000 000 000 000

    2 2007 000 000 000 000 000 000 000 000 000 000

    9n@iltrai ?! 9F

    Penyipanan Air Tanah pada Akhir Bulan ('"TRt)

    % +aun eni"panan air tana paa a$ir bulan

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 000 000 000 000 000 000 000 000 000 000

    2 1'86 101 061 07 022 01 5'6 2158 12'5 777 647

    1'87 44 266 160 0'6 814 488 2' 176 106 06

    4 1'88 014 008 005 00 002 001 001 000 000 000

    5 1'8' 540 24 1'5 117 070 042 025 015 00' 005

    6 1''0 616 70 627 76 226 15 081 04' 02' 071

    7 1''1 015 00' 005 00 002 001 001 000 000 000

    8 1''2 000 000 000 000 000 000 000 000 000 000

    ' 1'' 452 271 16 0'8 05' 05 021 01 008 005

    10 1''4 001 001 000 000 000 000 000 000 000 000

    11 1''5 16' 110 1866 1120 672 40 242 145 087 100'

  • 7/23/2019 Rancangan Irigasi Agus

    51/175

    12 1''6 4 260 156 0'4 056 04 020 012 007 004

    1 1''7 001 17' 1076 646 87 22 151 0'1 054 0

    14 1''8 65 81 60 216 10 078 047 028 017 855

    15 1''' 481 288 17 104 062 07 022 01 008 005

    16 2000 001 001 000 000 000 000 000 000 000 000

    17 2001 07 044 026 016 00' 006 00 002 001 001

    18 2002 217' 107 784 471 282 16' 102 061 07 022

    1' 200 1142 685 411 247 1001 600 528 17 1'0 215

    20 2004 127' 767 460 276 166 0'' 060 06 021 1206

    21 2005 14 18' 11 068 041 024 015 00' 005 00

    22 2006 1752 1051 61 7' 227 16 082 04' 02' 0182 2007 6'8 41' 251 151 0'1 054 0 020 012 007

    !+#Rt !+#R (t1) R : ((1:R)/2) 9n@iltrai

    *ipasan +asar (, base)

    % +aun Ci"paan aar

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 000 000 000 000 000 000 000 000 000 000

    2 1'86 068 041 024 015 00' '02 14' 86 518 56

    1'87 2'6 177 106 064 227 26 1'5 117 070 042

    4 1'88 00' 005 00 002 001 001 000 000 000 000

    5 1'8' 60 216 10 078 047 028 017 010 006 004

    6 1''0 411 246 24' 251 150 0'0 054 02 01' 0257 1''1 010 006 004 002 001 001 000 000 000 000

    8 1''2 000 000 000 000 000 000 000 000 000 000

    ' 1'' 01 181 108 065 0' 02 014 008 005 00

    10 1''4 001 000 000 000 000 000 000 000 000 000

    11 1''5 '1 1120 1244 746 448 26' 161 0'7 058 274

    12 1''6 28' 17 104 062 07 022 01 008 005 00

    1 1''7 001 44' 717 40 258 155 0'6 060 06 022

    14 1''8 42 254 185 144 086 052 01 01' 011 218

    15 1''' 20 1'2 115 06' 042 025 015 00' 005 00

    16 2000 001 000 000 000 000 000 000 000 000 000

    17 2001 048 02' 017 010 006 004 002 001 001 000

    18 2002 12'1 872 52 14 188 11 068 041 024 015

    1' 200 645 457 274 164 12 400 282 211 127 851

    20 2004 852 511 07 184 110 066 040 024 014 07

  • 7/23/2019 Rancangan Irigasi Agus

    52/175

    21 2005 187 126 075 045 027 016 010 006 004 002

    22 2006 75' 701 421 252 151 0'1 055 0 020 012

    2 2007 466 27' 168 101 060 06 022 01 008 005

    Dbae 9n@ (!+#Rt : !+#R(t1))

    *ipasan Perukaan (, dire-t)

    % +aun Ci"paan per"u$aan

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 000 000 000 000 000 000 000 000 000 000

    2 1'86 000 000 000 000 000 6728 000 000 000 '

    1'87 000 000 000 000 141' 000 000 000 000 000

    4 1'88 000 000 000 000 000 000 000 000 000 000

    5 1'8' 000 000 000 000 000 000 000 000 000 000

    6 1''0 000 000 760 000 000 000 000 000 000 0''

    7 1''1 000 000 000 000 000 000 000 000 000 000

    8 1''2 000 000 000 000 000 000 000 000 000 000

    ' 1'' 000 000 000 000 000 000 000 000 000 000

    10 1''4 000 000 000 000 000 000 000 000 000 000

    11 1''5 000 42'1 000 000 000 000 000 000 000 17'4

    12 1''6 000 000 000 000 000 000 000 000 000 000

    1 1''7 000 61 000 000 000 000 022 000 000 000

    14 1''8 000 000 247 000 000 000 000 000 000 1584

    15 1''' 000 000 000 000 000 000 000 000 000 00016 2000 000 000 000 000 000 000 000 000 000 000

    17 2001 000 000 000 000 000 000 000 000 000 000

    18 2002 728 000 000 000 000 000 000 000 000 000

    1' 200 521 000 000 000 15'' 000 14 000 000 5814

    20 2004 000 000 000 000 000 000 000 000 000 227

    21 2005 101 000 000 000 000 000 000 000 000 000

    22 2006 1842 000 000 000 000 000 000 000 000 000

    2 2007 000 000 000 000 000 000 000 000 000 000

    Diret ?! (19F)

    *ipasan Hujan "esaat (, stor)

  • 7/23/2019 Rancangan Irigasi Agus

    53/175

    % +aun Ci"paan u.an eaat

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 470 56 565 458 62 715 4' 208 6 605

    2 1'86 288 48 465 42 41 142 280 2'5 2'0 675

    1'87 645 10 75 605 '6 2'0 205 405 65 55

    4 1'88 468 58 70 2 760 245 425 585 675 608

    5 1'8' 585 78 65 585 640 175 8 51 578 240

    6 1''0 465 215 8'0 428 28 188 60 275 210 655

    7 1''1 280 4 585 40 82 '5 18 08 220 480

    8 1''2 47 258 41 480 27 15 568 450 2 52

    ' 1'' 405 14 125 410 655 4 20 545 78 2510 1''4 455 68 5' 478 58 248 1'8 2 5'

    11 1''5 4 1100 818 488 '8 248 225 58 278 810

    12 1''6 52 648 250 488 465 25 288 585 615

    1 1''7 68 102 1' 65 58 450 86 428 2' 610

    14 1''8 225 25 820 400 41 45 118 45 470 7'

    15 1''' 470 580 265 8 68 08 255 570 285 '0

    16 2000 410 615 210 2'8 45 275 205 765 440

    17 2001 475 400 265 26 448 4'0 1 155 41 2

    18 2002 725 650 55 285 515 5' 25 68 80 170

    1' 200 760 45 265 4 '78 61 84 8'5 78 1145

    20 2004 10 ' 05 20 510 080 5 21 458 840

    21 2005 725 650 55 285 515 5' 25 68 80 170

    22 2006 885 080 68 55 88 285 208 55 00 50

    2 2007 710 88 46 520 500 180 708 408 54 00

    Dt%r" Re F

    Total *ipasan (, total) .bln

    % +aun +%tal li"paan

    Januari Februari Maret April Mei Juni Juli Agutu !epte"ber #$t%ber

    1 1'85 470 56 565 458 62 715 4' 208 6 605

    2 1'86 55 478 48' 47 421 '05 171' 1158 808 170

    1'87 '41 280 481 66' 260' 616 400 522 72 '7

    4 1'88 477 588 7 24 761 246 425 585 675 608

    5 1'8' '45 5'4 4'5 66 687 20 54 52 584 244

    6 1''0 876 461 18'' 678 478 278 414 07 22' 77'

  • 7/23/2019 Rancangan Irigasi Agus

    54/175

    7 1''1 2'0 4' 58' 42 824 '6 18 08 220 480

    8 1''2 47 258 41 480 27 15 568 450 2 52

    ' 1'' 706 2 2 475 6'4 66 244 55 8 28

    10 1''4 456 68 5' 478 58 248 1'8 2 5'

    11 1''5 145 6511 2062 124 845 516 86 454 6 2878

    12 1''6 811 821 54 550 502 275 01 5' 7 618

    1 1''7 68 48 '10 7'5 616 605 '80 488 2' 62

    14 1''8 648 57' 1252 544 4'' '7 14' 64 481 25'5

    15 1''' 7'0 772 80 407 40' 2 270 57' 2'0 '

    16 2000 411 615 210 2'8 45 275 205 765 440

    17 2001 52 42' 282 27 454 4'4 15 156 41 218 2002 2744 1522 1058 5'' 70 705 20 678 404 185

    1' 200 1'26 '0' 5' 5'7 2888 101 14' 1106 504 7810

    20 2004 1162 '04 612 504 620 146 '2 26 472 84

    21 2005 101 776 610 0 542 60' 262 64 84 172

    22 2006 486 781 788 787 5' 76 262 88 20 62

    2 2007 1176 667 60 621 560 216 72' 421 550 05

    Dt%tal Dbae : Diret : Dt%r"

    A

    % +aun

    Eebit ungai

    Jan Feb Mar Apr Mei Juni Juli Agu !ept #$t

    1 1'85 011 014 01 011 014 017 011 005 00' 014

    2 1'86 008 012 011 010 010 215 040 027 01' 02

    1'87 022 007 011 016 060 015 00' 012 017 00'

    4 1'88 011 015 00' 008 018 006 010 01 016 014

    5 1'8' 022 015 011 016 016 005 008 012 014 006

    6 1''0 020 012 044 016 011 007 010 007 005 018

    7 1''1 007 011 014 008 01' 00' 004 007 005 011

    8 1''2 011 007 00' 011 006 007 01 010 006 012

    ' 1'' 016 008 005 011 016 00' 006 01 00' 005

    10 1''4 010 00' 014 011 008 008 006 005 006 014

    11 1''5 01 166 047 02' 01' 012 00' 010 008 066

    12 1''6 01' 021 008 01 012 007 007 014 008 014

    1 1''7 008 12 021 01' 014 014 02 011 008 015

    +ebit "ungai (,s) /.det

  • 7/23/2019 Rancangan Irigasi Agus

    55/175

    14 1''8 015 015 02' 01 011 00' 00 008 011 060

    15 1''' 018 020 00' 010 00' 008 006 01 007 00'

    16 2000 00' 016 005 007 008 007 005 018 010 008

    17 2001 012 011 006 006 010 012 007 004 010 007

    18 2002 06 0' 024 014 016 017 007 016 010 004

    1' 200 044 02 012 014 066 024 0 025 012 180

    20 2004 027 02 014 012 014 00 00' 005 011 078

    21 2005 02 020 014 008 012 014 006 015 00' 004

    22 2006 080 020 018 01' 012 00' 006 00' 008 008

    2 2007 027 017 014 015 01 005 017 010 01 007

    Eebit rerata 022 027 016 01 017 01' 011 012 010 026

    D Dt%tal A

    Dt%tal ""/bulan

    +ebit Andalan (,a)

    %"%r Eebit ungai

    (") Jan Feb Mar Apr Mei Juni Juli Agu !ept #$t

    1 0802 1658 0474 02' 0664 2152 0'5 0266 01'2 17'6

    2 061 121 047 018' 0600 0241 01 0254 0172 0778

    044 087 0288 0187 01'4 0170 0225 0176 0160 0662

    4 00' 022 024 0161 018' 0168 0168 0156 01' 05'7

    5 0270 020 020' 015' 0175 0146 011 0148 011 015

    6 0267 020' 0181 0158 0162 0145 011 016 0120 017'7 02 01'' 0145 0147 0160 0144 00'8 015 0114 0145

    8 0217 01'8 0141 0142 0158 012 00'5 01 0112 0142

    ' 0216 01'7 0140 0142 014 0117 00'2 0127 0105 0140

    10 0201 0170 016 011 014 00'4 00'0 0120 00'8 01'

    11 0187 0157 015 012' 0142 00'4 008' 0120 00'6 016

    12 0182 0151 010 0120 012' 008' 0081 0112 00'1 0120

    1 0162 0150 0124 0114 0125 0087 0074 0104 00'1 0110

    14 014' 0147 0114 0114 0124 007' 0072 0104 0086 00'1

    15 0120 014 011 011 0116 007' 006' 00'7 0080 00'0

    16 0110 0122 0111 010' 0115 0075 0062 008' 0080 008

    17 010' 0117 00'5 0104 0110 0066 0060 0084 0078 0076

    18 0108 0112 0087 00'7 0104 0065 0060 0071 0076 0074

    1' 0105 010' 0086 0081 00'7 0065 0057 0071 006' 0070

    20 00'4 00'4 0081 0078 00'4 0058 0056 0054 0055 0056

  • 7/23/2019 Rancangan Irigasi Agus

    56/175

    21 0085 0082 0065 0077 0082 0051 0047 0048 0055 0055

    22 0082 0071 0054 0071 007' 0048 0042 0045 0055 0042

    2 0067 0066 0048 0065 006 005 004 006 0052 0040

    010 0106 0085 0081 00'6 0064 0057 0067 0066 0067

    r "/(n:1) 100

    Da ("/t$)

    1 2 3 4 5 6 7 8 9 10 11 12

    0.0000.100

    0.200

    0.300

    0.400

    0.500

    0.600

    0.700

    0.800

    0.900

    1.000

    0.103 0.106 0.085 0.081 0.0960.064 0.057 0.067 0.066 0.067

    0.112 0.123

    Debit Andalan

    Bulan

    Debit (m3/det)

  • 7/23/2019 Rancangan Irigasi Agus

    57/175

    %e"ber Eee"ber

    146487 187'7

    %e"ber Eee"ber

    12 7

    12 12

    10 7

    10 1

    14 10

    7 '

    ' 10

    10 12

    ' '

    11 12

    ' 10

    6 10

    ' 15

    ' 126 '

    12 1

    16 12

    10 10

    ' 10

    6 6

    ' 14

    12 '

    10 16

    " 20

  • 7/23/2019 Rancangan Irigasi Agus

    58/175

    %e"ber Eee"ber

    878' 15268

    878' 828

    1171' 15268

    1171' 6'40

    585' 11104

    16114 124'2

    1184 11104

    1171' 828

    1184 124'2

    10254 8281184 11104

    17578 11104

    1184 4164

    1184 828

    17578 124'2

    878' 6'40

    2'0 828

    1171' 11104

    1184 11104

    17578 16656

    1184 5552

    878' 124'2

    1171' 2776

    %e"ber Eee"ber

    1770 125

    1770 1047

    1477 125

    1477 1186

    1406 1276'

    107 1260

    10 1276'

  • 7/23/2019 Rancangan Irigasi Agus

    59/175

    1477 1047

    10 1260

    162 1047

    10 1276'

    128'1 1276'

    10 146

    10 1047

    128'1 1260

    1770 1186

    1456 1047

    1477 1276'10 1276'

    128'1 12214

    10 124

    1770 1260

    1477 1602

    %e"ber Eee"ber

    1465 875

    1' 1455845 88

    665 160

    1'4 '4

    6'5 64

    '5 12

    1125 154

    110 114

    2125 156

    152 865

    1125 '6

    1605 151

    15' 1145

    '0 68

    144 124

  • 7/23/2019 Rancangan Irigasi Agus

    60/175

    2'' 11'

    1555 160

    146 1505

    115 64

    1555 160

    1'8 78

    15' 1845

    9!M 200

    %e"ber Eee"ber

    20000 16'7

    20000 20000

    14'7 16447

    117 20000

    20000 1661

    1'1 1770

    16170 1'51

    1777 20000

    17670 18770

    20000 20000

    20000 15881

    185' 1681

    20000 2000020000 1840

    1610' 14170

    20000 1'214

    20000 1885

    20000 20000

    20000 20000

    1845' 14186

    20000 20000

    20000 15170

    20000 20000

  • 7/23/2019 Rancangan Irigasi Agus

    61/175

    9!M 200

    %e"ber Eee"ber

    880 000

    10 150

    000 000

    000 2814

    57 000

    000 000

    000 000

    000 25

    000 000

    7627 255

    1870 000

    000 000

    2720 167

    2570 000

    000 000

    60 000

    15544 000

    207 21

    1270 2281

    000 0002220 2676

    600 000

    242 4848

    9F 04

    %e"ber Eee"ber

    52 000

    052 601

  • 7/23/2019 Rancangan Irigasi Agus

    62/175

    000 000

    000 1126

    215 000

    000 000

    000 000

    000 '41

    000 000

    051 1021

    748 000

    000 000

    1088 6551028 000

    000 000

    252 000

    6218 000

    82' 12'2

    508 '12

    000 000

    888 1070

    2412 000

    '6' 1''

    R 06

    %e"ber Eee"ber

    282 16'

    40 7'

    08 02

    000 '01

    1711 1027

    042 025

    000 000

    000 75

    00 002

    2441 2281

    1204 722

  • 7/23/2019 Rancangan Irigasi Agus

    63/175

    00 002

    8'0 1058

    15 801

    00 002

    202 121

    4'75 2'85

    677 1440

    25 211

    72 44

    712 128

    1'40 1164780 201'

    %e"ber Eee"ber

    070 11

    26' 2'2

    025 015

    000 225

    42' 684

    028 017000 000

    000 188

    002 001

    610 1180

    55 482

    002 001

    21 487

    548 54

    002 001

    050 081

    1244 1''0

    175 52'

    188 1117

    482 28'

  • 7/23/2019 Rancangan Irigasi Agus

    64/175

    17' 4''

    48' 776

    1'7 700

    9F 04

    %e"ber Eee"ber

    528 000

    078 '02

    000 000

    000 168'

    202 000

    000 000

    000 000

    000 1412

    000 000

    4576 152

    1122 000

    000 000

    162 '82

    1542 000

    000 00078 000

    '27 000

    1244 1'8

    762 168

    000 000

    12 1605

    618 000

    1454 2'0'

    F 005

  • 7/23/2019 Rancangan Irigasi Agus

    65/175

    %e"ber Eee"ber Ma

    7 48 7

    6'5 728 142

    42 440 '6

    800 800

    '70 470 '70

    48 20 8'0

    475 615 82

    56 770 770

    550 570 655106 780 106

    760 4

    56 480

    80 755

    7'5 57

    450 40

    720 620

    14'5 5'5

    778 800

    70 75

    568 20

    778 800

    ''0 '0

    7'5 '2

    %e"ber Eee"ber

    11 550

    1042 1'22

    448 455

    2714

    4602 1154

    76 7

  • 7/23/2019 Rancangan Irigasi Agus

    66/175

    475 615

    56 270

    552 571

    624' 4'2

    245 '14

    564 481

    2665 2224

    2884 1107

    452 41

    114' 701

    12065 258521'6 268

    287' 27

    1050 60'

    2288 2'04

    50'8 1166

    2446 451

    61605

    61,605,000

    % Ee

    02 01

    025 044

    011 010

    008 062

    10' 027

    00' 008

    011 014

    01 055

    01 01

    14' 080

    058 021

    01 011

    06 051

    $"2

    "2

  • 7/23/2019 Rancangan Irigasi Agus

    67/175

    06' 025

    011 008

    027 016

    287 05'

    052 075

    068 074

    025 014

    054 067

    121 027

    058 104

    056 08

    r "/(n:1)% Ee

    2868 1042 417

    1485 080 8

    1212 0752 1250

    10'4 0745 1667

    0686 0668 208

    0684 0624 250006 05'5 2'17

    0581 0545

    057' 0512 750

    0544 0442 4167

    0522 0268 458

    016 0266 5000

    027 0255 5417

    0250 0210 58

    0248 0161 6250

    014 0141 6667

    014 0140 708

    011 011 7500

    011 0127 7'17

    0107 0111 8

  • 7/23/2019 Rancangan Irigasi Agus

    68/175

    0106 0105 8750

    008' 0078 '167

    007' 0077 '58

    0112 012 8000

  • 7/23/2019 Rancangan Irigasi Agus

    69/175

    erhitungan Debit Aliran *et-de !1J1 *-0(I = 0.4

    RC = 0.6

    ! = 0.05

    IS" = 200

    S"C = 100

    CA = 34

    Tahun 3456

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+ ,

    1 C#$%& '#% *#+%% mm 94.0 112.5 113.0 91.5 124.5 143.0 98.5 41.5 72.5 1

    2 ,#m+%& '%$- '#% () 6 12 16 10 12 13 10 5 8

    3 v%ot$%s-$%s- !otes-%+ (to) mm 149.289 149.975 181.693 161.814 172.300 175.876 177.461 194.347 156.218 13

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 mm 17.91 9.00 3.63 12.95 10.34 8.79 14.20 25.27 15.62 1

    6 mm 131.37 140.98 178.06 148.87 161.96 167.08 163.26 169.08 140.60 12

    7 S"S mm 163 172 135 143 163 176 135 72 132 1

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

    13 .SR" mm 4.70 5.63 5.65 4.58 6.23 7.15 4.93 2.08 3.63 6

    14 .A mm 4.70 5.63 5.65 4.58 6.23 7.15 4.93 2.08 3.63 6

    15 e-t m3/dt 0.06 0.07 0.07 0.06 0.08 0.09 0.06 0.03 0.05 0

    Tahun 3457

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+ ,

    1 C#$%& '#% *#+%% mm 57.5 87.5 93.0 84.5 82.5 284.5 56.0 59.0 58.0 1

    2 ,#m+%& '%$- '#% 13 8 9 7 7 6 5 8 8

    3 v%ot$%s-$%s- !otes-%+ mm 149.289 149.975 181.693 161.814 172.300 175.876 177.461 194.347 156.218 13

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 7.46 15.00 16.35 17.80 18.95 21.11 23.07 19.43 15.62 9

  • 7/23/2019 Rancangan Irigasi Agus

    70/175

    6 mm 141.82 134.98 165.34 144.01 153.35 154.77 154.39 174.91 140.60 1

    7 S"S mm 116 153 128 140 129 200 102 84 117

    8 S mm 0.00 0.00 0.00 0.00 0.00 129.73 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 51.89 0.00 0.00 0.00

    10 G.SRt mm 1.01 0.61 0.37 0.22 0.13 41.59 24.96 14.97 8.98

    11 .*AS mm 0.68 0.41 0.24 0.15 0.09 10.43 16.64 9.98 5.99

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 77.84 0.00 0.00 0.00

    13 .SR" mm 2.88 4.38 4.65 4.23 4.13 14.23 2.80 2.95 2.90

    14 .A mm 3.55 4.78 4.89 4.37 4.21 102.49 19.44 12.93 8.89

    15 e-t m3/dt 0.05 0.06 0.06 0.06 0.05 1.30 0.25 0.16 0.11

    Tahun 3458

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 129.0 20.5 75.0 121.0 192.5 58.0 41.0 81.0 130.5

    2 ,#m+%& '%$- '#% 9 9 8 10 10 3 5 7 10

    3 v%ot$%s-$%s- !otes-%+ mm 149.289 149.975 181.693 161.814 172.300 175.876 177.461 194.347 156.218 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 13.44 13.50 1 8.17 1 2.95 13.78 2 6.38 2 3.07 2 1.38 1 2.50

    6 mm 135.85 136.48 163.52 148.87 158.52 149.49 154.39 172.97 143.72 1

    7 S"S mm 193 84 111 172 200 109 87 108 187

    8 S mm 0.00 0.00 0.00 0.00 33.98 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 13.59 0.00 0.00 0.00 0.00

    10 G.SRt mm 5.73 3.44 2.06 1.24 11.62 6.97 4.18 2.51 1.51

    11 .*AS mm 3.82 2.29 1.37 0.82 3.21 4.65 2.79 1.67 1.00

    12 .IRC mm 0.00 0.00 0.00 0.00 20.39 0.00 0.00 0.00 0.00

    13 .SR" mm 6.45 1.03 3.75 6.05 9.63 2.90 2.05 4.05 6.53

    14 .A mm 10.27 3.32 5.12 6.87 33.23 7.55 4.84 5.72 7.53

    15 e-t m3/dt 0.13 0.04 0.07 0.09 0.42 0.10 0.06 0.07 0.10

    Tahun 3455

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 93.5 116.5 74.0 64.5 152.0 49.0 85.0 117.0 135.0

    2 ,#m+%& '%$- '#% 11 3 13 9 3 3 4 7 10

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

  • 7/23/2019 Rancangan Irigasi Agus

    71/175

    5 d mm 10.45 22.50 9.08 14.56 25.85 26.38 24.84 21.38 12.50

    6 mm 138.84 127.48 172.61 147.25 146.46 149.49 152.62 172.97 143.72 1

    7 S"S mm 155 189 101 117 200 100 132 144 191

    8 S mm 0.00 0.00 0.00 0.00 5.54 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 2.22 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.20 0.12 0.07 0.04 1.80 1.08 0.65 0.39 0.23

    11 .*AS mm 0.13 0.08 0.05 0.03 0.46 0.72 0.43 0.26 0.16

    12 .IRC mm 0.00 0.00 0.00 0.00 3.33 0.00 0.00 0.00 0.00

    13 .SR" mm 4.68 5.83 3.70 3.23 7.60 2.45 4.25 5.85 6.75

    14 .A mm 4.81 5.90 3.75 3.25 11.39 3.17 4.68 6.11 6.91

    15 e-t m3/dt 0.06 0.07 0.05 0.04 0.14 0.04 0.06 0.08 0.09

    Tahun 3454

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 117.0 75.5 73.0 117.0 128.0 35.0 67.5 102.5 115.5 2 ,#m+%& '%$- '#% 7 6 8 6 5 7 5 5 10

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 16.42 18.00 18.17 1 9.42 22.40 1 9.35 23.07 2 5.27 12.50 1

    6 mm 132.87 131.98 163.52 142.40 149.90 156.53 154.39 169.08 143.72 1

    7 S"S mm 184 144 109 175 178 78 113 133 172

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 9.09 5.45 3.27 1.96 1.18 0.71 0.42 0.25 0.15

    11 .*AS mm 6.06 3.63 2.18 1.31 0.79 0.47 0.28 0.17 0.10

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 5.85 3.78 3.65 5.85 6.40 1.75 3.38 5.13 5.78

    14 .A mm 11.91 7.41 5.83 7.16 7.19 2.22 3.66 5.29 5.88

    15 e-t m3/dt 0.15 0.09 0.07 0.09 0.09 0.03 0.05 0.07 0.07

    Tahun 3449

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 93.0 43.0 178.0 85.5 65.5 37.5 72.0 55.0 42.0 1

    2 ,#m+%& '%$- '#% 7 8 17 9 7 5 6 18 20

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

  • 7/23/2019 Rancangan Irigasi Agus

    72/175

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 16.42 15.00 1.82 14.56 18.95 22.86 21.30 0.00 3.12

    6 mm 132.87 134.98 179.88 147.25 153.35 153.01 156.17 194.35 159.34 1

    7 S"S mm 160 108 198 138 112 84 116 61 83

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.65 2.15 8.90 4.28 3.28 1.88 3.60 2.75 2.10

    14 .A mm 4.65 2.15 8.90 4.28 3.28 1.88 3.60 2.75 2.10 15 e-t m3/dt 0.06 0.03 0.11 0.05 0.04 0.02 0.05 0.03 0.03

    Tahun 3443

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 56.0 86.5 117.0 68.0 164.5 79.0 36.5 61.5 44.0

    2 ,#m+%& '%$- '#% 6 7 5 8 8 6 11 5 9

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 17.91 16.50 23.62 16.18 17.23 21.11 1 2.42 25.27 14.06

    6 mm 131.37 133.48 158.07 145.63 155.07 154.77 165.04 169.08 142.16 1

    7 S"S mm 125 153 159 122 200 124 71 92 102

    8 S mm 0.00 0.00 0.00 0.00 9.43 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 3.77 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 3.02 1.81 1.09 0.65 0.39

    11 .*AS mm 0.00 0.00 0.00 0.00 0.75 1.21 0.72 0.43 0.26

    12 .IRC mm 0.00 0.00 0.00 0.00 5.66 0.00 0.00 0.00 0.00

    13 .SR" mm 2.80 4.33 5.85 3.40 8.23 3.95 1.83 3.08 2.20

    14 .A mm 2.80 4.33 5.85 3.40 14.64 5.16 2.55 3.51 2.46

    15 e-t m3/dt 0.04 0.05 0.07 0.04 0.19 0.07 0.03 0.04 0.03

    Tahun 3442

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 94.5 51.5 82.5 96.0 54.5 63.0 113.5 90.0 46.5

    2 ,#m+%& '%$- '#% 11 9 11 13 9 7 9 4 6

  • 7/23/2019 Rancangan Irigasi Agus

    73/175

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 10.45 13.50 1 2.72 8.09 15.51 1 9.35 1 5.97 27.21 1 8.75

    6 mm 138.84 136.48 168.97 153.72 156.79 156.53 161.49 167.14 137.47 1

    7 S"S mm 156 115 114 142 98 106 152 123 109

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.73 2.58 4.13 4.80 2.73 3.15 5.68 4.50 2.33 14 .A mm 4.73 2.58 4.13 4.80 2.73 3.15 5.68 4.50 2.33

    15 e-t m3/dt 0.06 0.03 0.05 0.06 0.03 0.04 0.07 0.06 0.03

    Tahun 344:

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 81.0 28.5 25.0 82.0 131.0 68.5 46.0 109.0 75.5

    2 ,#m+%& '%$- '#% 10 10 12 10 7 5 9 13 8

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 11.94 12.00 10.90 12.95 18.95 22.86 15.97 9.72 15.62

    6 mm 137.35 137.98 170.79 148.87 153.35 153.01 161.49 184.63 140.60 1

    7 S"S mm 144 91 54 133 178 115 85 124 135

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 5.65 3.39 2.03 1.22 0.73 0.44 0.26 0.16 0.09

    11 .*AS mm 3.77 2.26 1.36 0.81 0.49 0.29 0.18 0.11 0.06

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.05 1.43 1.25 4.10 6.55 3.43 2.30 5.45 3.78

    14 .A mm 7.82 3.68 2.61 4.91 7.04 3.72 2.48 5.56 3.84

    15 e-t m3/dt 0.10 0.05 0.03 0.06 0.09 0.05 0.03 0.07 0.05

    Tahun 344;

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 91.0 73.5 118.5 95.5 71.5 66.5 49.5 39.5 46.5

  • 7/23/2019 Rancangan Irigasi Agus

    74/175

    2 ,#m+%& '%$- '#% 8 2 6 7 14 7 8 15 12

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 14.93 24.00 21.80 17.80 6.89 19.35 17.75 5.83 9.37

    6 mm 134.36 125.98 159.89 144.01 165.41 156.53 159.71 188.52 146.85 1

    7 S"S mm 157 148 159 151 106 110 90 51 100

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .SR" mm 4.55 3.68 5.93 4.78 3.58 3.33 2.48 1.98 2.33

    14 .A mm 4.55 3.68 5.93 4.78 3.58 3.33 2.48 1.98 2.33

    15 e-t m3/dt 0.06 0.05 0.08 0.06 0.05 0.04 0.03 0.03 0.03

    Tahun 3446

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 86.5 220.0 163.5 97.5 79.5 49.5 45.0 71.5 55.5

    2 ,#m+%& '%$- '#% 9 10 14 15 8 7 9 7 12

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 13.44 12.00 7.27 4.85 17.23 19.35 15.97 21.38 9.37

    6 mm 135.85 137.98 174.43 156.96 155.07 156.53 161.49 172.97 146.85 1

    7 S"S mm 151 200 189 141 124 93 84 99 109

    8 S mm 0.00 82.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 32.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 7.13 30.52 18.31 10.99 6.59 3.96 2.37 1.42 0.85

    11 .*AS mm 4.75 9.41 12.21 7.33 4.40 2.64 1.58 0.95 0.57

    12 .IRC mm 0.00 49.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.33 11.00 8.18 4.88 3.98 2.48 2.25 3.58 2.78

    14 .A mm 9.08 69.63 20.38 12.20 8.37 5.11 3.83 4.52 3.34

    15 e-t m3/dt 0.12 0.88 0.26 0.15 0.11 0.06 0.05 0.06 0.04

    Tahun 3447

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

  • 7/23/2019 Rancangan Irigasi Agus

    75/175

    1 C#$%& '#% *#+%% mm 104.5 129.5 50.0 97.5 93.0 50.5 57.5 117.0 66.5

    2 ,#m+%& '%$- '#% 12 8 11 19 7 9 5 12 15

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 8.96 15.00 12.72 1.62 18.95 15.83 23.07 11.66 4.69

    6 mm 140.33 134.98 168.97 163.43 153.35 160.05 154.39 182.69 151.53

    7 S"S mm 164 195 81 134 140 90 103 134 115

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 5.23 6.48 2.50 4.88 4.65 2.53 2.88 5.85 3.33

    14 .A mm 5.23 6.48 2.50 4.88 4.65 2.53 2.88 5.85 3.33

    15 e-t m3/dt 0.07 0.08 0.03 0.06 0.06 0.03 0.04 0.07 0.04

    Tahun 3448

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 73.5 204.5 38.5 73.0 71.5 90.0 172.5 85.5 58.5

    2 ,#m+%& '%$- '#% 8 12 11 9 8 6 10 16 8

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 14.93 9.00 12.72 14.56 17.23 21.11 14.20 3.89 15.62

    6 mm 134.36 140.98 168.97 147.25 155.07 154.77 163.26 190.46 140.60

    7 S"S mm 139 200 70 126 116 135 200 95 118

    8 S mm 0.00 63.52 0.00 0.00 0.00 0.00 9.24 0.00 0.00

    9 IN mm 0.00 25.41 0.00 0.00 0.00 0.00 3.69 0.00 0.00

    10 G.SRt mm 0.00 20.33 12.20 7.32 4.39 2.63 4.54 2.72 1.63

    11 .*AS mm 0.00 5.08 8.13 4.88 2.93 1.76 1.79 1.81 1.09

    12 .IRC mm 0.00 38.11 0.00 0.00 0.00 0.00 5.54 0.00 0.00

    13 .SR" mm 3.68 10.23 1.93 3.65 3.58 4.50 8.63 4.28 2.93

    14 .A mm 3.68 53.42 10.06 8.53 6.50 6.26 15.96 6.09 4.01

    15 e-t m3/dt 0.05 0.68 0.13 0.11 0.08 0.08 0.20 0.08 0.05

    Tahun 3445

  • 7/23/2019 Rancangan Irigasi Agus

    76/175

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 45.0 65.0 164.0 80.0 82.5 69.0 23.5 69.0 94.0

    2 ,#m+%& '%$- '#% 7 6 12 14 6 10 8 10 9

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 16.42 18.00 10.90 6.47 20.68 14.07 17.75 15.55 14.06

    6 mm 132.87 131.98 170.79 155.34 151.62 161.81 159.71 178.80 142.16 1

    7 S"S mm 112 133 193 125 131 107 64 90 152

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 5.26 3.16 1.89 1.14 0.68 0.41 0.25 0.15 0.09

    11 .*AS mm 3.51 2.10 1.26 0.76 0.45 0.27 0.16 0.10 0.06

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 2.25 3.25 8.20 4.00 4.13 3.45 1.18 3.45 4.70

    14 .A mm 5.76 5.35 9.46 4.76 4.58 3.72 1.34 3.55 4.76

    15 e-t m3/dt 0.07 0.07 0.12 0.06 0.06 0.05 0.02 0.05 0.06

    Tahun 3444

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 94.0 116.0 53.0 67.5 73.5 61.5 51.0 114.0 57.0

    2 ,#m+%& '%$- '#% 4 5 6 3 6 2 10 12 16

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 20.90 19.50 21.80 24.27 20.68 28.14 14.20 11.66 3.12 6 mm 128.39 130.48 159.89 137.54 151.62 147.74 163.26 182.69 153.09 1

    7 S"S mm 166 186 93 130 122 114 88 131 104

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.70 5.80 2.65 3.38 3.68 3.08 2.55 5.70 2.85

    14 .A mm 4.70 5.80 2.65 3.38 3.68 3.08 2.55 5.70 2.85

    15 e-t m3/dt 0.06 0.07 0.03 0.04 0.05 0.04 0.03 0.07 0.04

  • 7/23/2019 Rancangan Irigasi Agus

    77/175

    Tahun 2999

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 82.0 123.0 42.0 59.5 69.0 55.0 41.0 153.0 88.0

    2 ,#m+%& '%$- '#% 8 7 7 8 9 6 12 14 12

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 14.93 16.50 19.99 16.18 15.51 21.11 10.65 7.77 9.37

    6 mm 134.36 133.48 161.71 145.63 156.79 154.77 166.81 186.57 146.85 1

    7 S"S mm 148 190 80 114 112 100 74 166 141

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.10 6.15 2.10 2.98 3.45 2.75 2.05 7.65 4.40

    14 .A mm 4.10 6.15 2.10 2.98 3.45 2.75 2.05 7.65 4.40

    15 e-t m3/dt 0.05 0.08 0.03 0.04 0.04 0.03 0.03 0.10 0.06

    Tahun 2993

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 95.0 80.0 53.0 52.5 89.5 98.0 62.5 31.0 82.5

    2 ,#m+%& '%$- '#% 16 4 11 5 6 5 10 8 15

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 2.99 21.00 12.72 21.04 20.68 22.86 14.20 19.43 4.69

    6 mm 146.30 128.98 168.97 140.78 151.62 153.01 163.26 174.91 151.53 1

    7 S"S mm 149 151 84 112 138 145 99 56 131

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    11 .*AS mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 4.75 4.00 2.65 2.63 4.48 4.90 3.13 1.55 4.13

    14 .A mm 4.75 4.00 2.65 2.63 4.48 4.90 3.13 1.55 4.13

    15 e-t m3/dt 0.06 0.05 0.03 0.03 0.06 0.06 0.04 0.02 0.05

  • 7/23/2019 Rancangan Irigasi Agus

    78/175

    Tahun 2992

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 145.0 130.0 107.0 57.0 103.0 118.5 50.5 127.5 76.0

    2 ,#m+%& '%$- '#% 11 3 13 9 3 3 4 13 8

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 10.45 22.50 9.08 14.56 25.85 26.38 24.84 9.72 15.62

    6 mm 138.84 127.48 172.61 147.25 146.46 149.49 152.62 184.63 140.60 1

    7 S"S mm 200 200 134 110 157 169 98 143 135 8 S mm 6.16 2.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 2.46 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 1.97 1.99 1.19 0.72 0.43 0.26 0.15 0.09 0.06

    11 .*AS mm 0.49 0.99 0.80 0.48 0.29 0.17 0.10 0.06 0.04

    12 .IRC mm 3.70 1.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 7.25 6.50 5.35 2.85 5.15 5.93 2.53 6.38 3.80

    14 .A mm 11.44 9.00 6.15 3.33 5.44 6.10 2.63 6.44 3.84

    15 e-t m3/dt 0.15 0.11 0.08 0.04 0.07 0.08 0.03 0.08 0.05

    Tahun 299:

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 152.0 90.5 53.0 86.5 195.5 122.5 168.5 179.0 75.5

    2 ,#m+%& '%$- '#% 7 6 8 6 5 7 5 15 12

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 16.42 18.00 18.17 19.42 22.40 19.35 23.07 5.83 9.37

    6 mm 132.87 131.98 163.52 142.40 149.90 156.53 154.39 188.52 146.85 1

    7 S"S mm 200 159 89 144 200 166 200 190 129

    8 S mm 19.13 0.00 0.00 0.00 45.60 0.00 14.11 0.00 0.00

    9 IN mm 7.65 0.00 0.00 0.00 18.24 0.00 5.64 0.00 0.00

    10 G.SRt mm 14.54 8.73 5.24 3.14 16.48 9.89 10.45 6.27 3.76

    11 .*AS mm 7.14 5.82 3.49 2.09 4.90 6.59 5.08 4.18 2.51

    12 .IRC mm 11.48 0.00 0.00 0.00 27.36 0.00 8.47 0.00 0.00

    13 .SR" mm 7.60 4.53 2.65 4.33 9.78 6.13 8.43 8.95 3.78

    14 .A mm 26.22 10.34 6.14 6.42 42.04 12.72 21.97 13.13 6.28

  • 7/23/2019 Rancangan Irigasi Agus

    79/175

    15 e-t m3/dt 0.33 0.13 0.08 0.08 0.53 0.16 0.28 0.17 0.08

    Tahun 299;

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 62.0 78.5 61.0 64.0 102.0 16.0 70.5 42.5 91.5

    2 ,#m+%& '%$- '#% 7 8 17 9 7 5 6 7 12

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 16.42 15.00 1.82 14.56 18.95 22.86 21.30 21.38 9.37

    6 mm 132.87 134.98 179.88 147.25 153.35 153.01 156.17 172.97 146.85 17 S"S mm 129 144 81 117 149 63 114 70 145

    8 S mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4

    9 IN mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 5.81 3.48 2.09 1.25 0.75 0.45 0.27 0.16 0.10

    11 .*AS mm 3.87 2.32 1.39 0.84 0.50 0.30 0.18 0.11 0.07

    12 .IRC mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 3.10 3.93 3.05 3.20 5.10 0.80 3.53 2.13 4.58

    14 .A mm 6.97 6.25 4.44 4.04 5.60 1.10 3.71 2.23 4.64

    15 e-t m3/dt 0.09 0.08 0.06 0.05 0.07 0.01 0.05 0.03 0.06

    Tahun 2996

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 145.0 130.0 107.0 57.0 103.0 118.5 50.5 127.5 76.0

    2 ,#m+%& '%$- '#% 6 7 5 8 8 11 3 13 9

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 17.91 16.50 23.62 16.18 17.23 12.31 26.62 9.72 14.06 2

    6 mm 131.37 133.48 158.07 145.63 155.07 163.56 150.84 184.63 142.16 1

    7 S"S mm 200 197 149 111 148 155 100 143 134

    8 S mm 13.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 5.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 4.36 2.62 1.57 0.94 0.57 0.34 0.20 0.12 0.07

    11 .*AS mm 1.09 1.74 1.05 0.63 0.38 0.23 0.14 0.08 0.05

    12 .IRC mm 8.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 7.25 6.50 5.35 2.85 5.15 5.93 2.53 6.38 3.80

  • 7/23/2019 Rancangan Irigasi Agus

    80/175

    14 .A mm 16.52 8.24 6.40 3.48 5.53 6.15 2.66 6.46 3.85

    15 e-t m3/dt 0.21 0.10 0.08 0.04 0.07 0.08 0.03 0.08 0.05

    Tahun 2997

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 177.0 16.0 73.5 107.0 77.5 57.0 41.5 71.0 60.0

    2 ,#m+%& '%$- '#% 11 9 11 13 9 7 6 8 6

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 10.45 13.50 12.72 8.09 15.51 19.35 21.30 19.43 18.75 6 mm 138.84 136.48 168.97 153.72 156.79 156.53 156.17 174.91 137.47 1

    7 S"S mm 200 80 105 153 121 100 85 96 123

    8 S mm 38.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 15.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 21.96 13.18 7.91 4.74 2.85 1.71 1.02 0.61 0.37

    11 .*AS mm 9.55 8.79 5.27 3.16 1.90 1.14 0.68 0.41 0.25

    12 .IRC mm 22.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    13 .SR" mm 8.85 0.80 3.68 5.35 3.88 2.85 2.08 3.55 3.00

    14 .A mm 41.30 9.59 8.95 8.51 5.77 3.99 2.76 3.96 3.25

    15 e-t m3/dt 0.52 0.12 0.11 0.11 0.07 0.05 0.04 0.05 0.04

    Tahun 2998

    N-1 Uraian Satuan Jan !eb *ar A+r *ei Jun Jul Agt Se+

    1 C#$%& '#% *#+%% mm 142.0 77.5 92.5 104.0 100.0 36.0 141.5 81.5 108.5

    2 ,#m+%& '%$- '#% 8 17 9 7 5 7 8 17 9

    3 v%ot$%s-$%s- !otes-%+ mm 149.29 149.97 181.69 161.81 172.30 175.88 177.46 194.35 156.22 1

    4 #s- %&% No eet%s- (m) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

    5 d mm 14.93 1.50 16.35 17.80 22.40 19.35 17.75 1.94 14.06

    6 mm 134.36 148.48 165.34 144.01 149.90 156.53 159.71 192.40 142.16 1

    7 S"S mm 200 129 127 160 150 79 182 89 166

    8 S mm 7.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    9 IN mm 3.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    10 G.SRt mm 2.44 1.47 0.88 0.53 0.32 0.19 0.11 0.07 0.04

    11 .*AS mm 0.61 0.98 0.59 0.35 0.21 0.13 0.08 0.05 0.03

    12 .IRC mm 4.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

  • 7/23/2019 Rancangan Irigasi Agus

    81/175

    13 .SR" mm 7.10 3.88 4.63 5.20 5.00 1.80 7.08 4.08 5.43

    14 .A mm 12.29 4.85 5.21 5.55 5.21 1.93 7.15 4.12 5.45

    15 e-t m3/dt 0.16 0.06 0.07 0.07 0.07 0.02 0.09 0.05 0.07

    Re(a+ Nilai Debit

    N-1 Tahun Jan !eb *ar A+r *ei Jun Jul Agt Se+ ,(t1 1985 0.06 0.07 0.07 0.06 0.08 0.09 0.06 0.03 0.05 0.08

    2 1986 0.05 0.06 0.06 0.06 0.05 1.30 0.25 0.16 0.11 0.19

    3 1987 0.13 0.04 0.07 0.09 0.42 0.10 0.06 0.07 0.10 0.05

    4 1988 0.06 0.07 0.05 0.04 0.14 0.04 0.06 0.08 0.09 0.08 5 1989 0.15 0.09 0.07 0.09 0.09 0.03 0.05 0.07 0.07 0.03

    6 1990 0.06 0.03 0.11 0.05 0.04 0.02 0.05 0.03 0.03 0.17

    7 1991 0.04 0.05 0.07 0.04 0.19 0.07 0.03 0.04 0.03 0.06

    8 1992 0.06 0.03 0.05 0.06 0.03 0.04 0.07 0.06 0.03 0.07

    9 1993 0.10 0.05 0.03 0.06 0.09 0.05 0.03 0.07 0.05 0.03

    10 1994 0.06 0.05 0.08 0.06 0.05 0.04 0.03 0.03