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Rekap Debit Banjir Rancangan
Metode NakayasuLokasi : DTA Bendungan Alternatif 1
Panjang sungai : 22.00 kmLuas DAS : 130.50 a : 2.00 tr : 1.68 jamRo : 1.00 mm
Not Q
jam 1.01th 2th 5th 10th 25th 50th 100th 200th 500th 1000th PMF
1 - - 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 2 1.00 0.60 7.18 16.78 21.55 24.22 27.12 29.02 30.71 32.25 33.39 35.40 89.86 3 2.00 3.15 32.09 85.29 111.69 126.44 142.54 153.02 162.43 170.92 177.27 188.38 489.99 4 3.00 8.34 86.90 235.98 309.99 351.33 396.45 425.82 452.17 475.98 493.77 524.91 1,370.22 5 4.00 5.99 82.80 224.71 295.15 334.50 377.46 405.41 430.50 453.16 470.09 499.73 1,304.36 6 5.00 4.19 72.71 196.95 258.63 293.08 330.69 355.16 377.13 396.97 411.79 437.74 1,142.23 7 6.00 2.93 59.79 161.43 211.89 240.07 270.83 290.86 308.82 325.06 337.18 358.42 934.74 8 7.00 2.20 43.95 117.87 154.57 175.07 197.45 212.01 225.08 236.89 245.71 261.15 680.33 9 8.00 1.73 33.39 88.84 116.38 131.75 148.54 159.47 169.27 178.12 184.74 196.33 510.78
10 9.00 1.37 25.98 68.49 89.59 101.37 114.24 122.61 130.12 136.91 141.98 150.86 391.86 11 10.00 1.08 20.68 53.91 70.41 79.62 89.68 96.23 102.10 107.41 111.38 118.32 306.74 12 11.00 0.85 16.65 42.82 55.81 63.06 70.99 76.14 80.77 84.95 88.07 93.53 241.92 13 12.00 0.69 13.68 34.67 45.08 50.90 57.25 61.39 65.10 68.45 70.95 75.34 194.32 14 13.00 0.58 11.50 28.66 37.18 41.94 47.13 50.51 53.54 56.28 58.33 61.92 159.22 15 14.00 0.48 9.79 23.96 31.00 34.93 39.22 42.01 44.51 46.78 48.47 51.43 131.79 16 15.00 0.40 8.44 20.24 26.10 29.38 32.95 35.28 37.36 39.25 40.66 43.12 110.07 17 16.00 0.34 7.33 17.20 22.10 24.84 27.82 29.77 31.51 33.09 34.27 36.33 92.29 18 17.00 0.28 6.41 14.66 18.75 21.04 23.54 25.16 26.62 27.94 28.92 30.65 77.43 19 18.00 0.24 5.63 12.53 15.95 17.87 19.95 21.31 22.53 23.63 24.46 25.90 65.01 20 19.00 0.20 4.98 10.75 13.61 15.21 16.96 18.09 19.11 20.03 20.72 21.93 54.62 21 20.00 0.16 4.44 9.26 11.66 12.99 14.45 15.40 16.25 17.02 17.60 18.61 45.94 22 21.00 0.14 3.99 8.02 10.02 11.14 12.36 13.15 13.87 14.51 14.99 15.83 38.68 23 22.00 0.12 3.61 6.98 8.66 9.59 10.61 11.27 11.87 12.41 12.81 13.51 32.61 24 23.00 0.10 3.30 6.11 7.51 8.29 9.15 9.70 10.20 10.65 10.98 11.57 27.54 25 24.00 0.08 3.03 5.39 6.56 7.21 7.92 8.39 8.80 9.18 9.46 9.95 23.30
Debit maksimum 86.90 235.98 309.99 351.33 396.45 425.82 452.17 475.98 493.77 524.91 1,370.22
km2
Debit banjir rancangan untuk tiap kala ulang (m3)m3/s/mm
Rekap Debit Banjir Rancangan
Metode NakayasuLokasi : DTA Bendungan Alternatif 2
Panjang sungai : 21.00 kmLuas DAS : 127.50 a : 2.00 tr : 1.63 jamRo : 1.00 mm
Not Q
jam 1.01th 2th 5th 10th 25th 50th 100th 200th 500th 1000th PMF
1 - - 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 2 1.00 0.65 7.55 18.23 23.36 26.15 29.12 31.01 32.67 34.15 35.24 37.14 97.75 3 2.00 3.42 34.13 93.30 121.70 137.13 153.58 164.04 173.24 181.43 187.47 197.99 533.69 4 3.00 8.35 86.23 240.43 314.46 354.66 397.54 424.80 448.78 470.12 485.86 513.28 1,388.14 5 4.00 5.77 79.91 222.58 291.07 328.26 367.94 393.16 415.34 435.09 449.65 475.03 1,284.46 6 5.00 3.99 69.49 193.17 252.55 284.79 319.18 341.05 360.28 377.39 390.02 412.01 1,113.69 7 6.00 2.75 56.39 156.16 204.06 230.07 257.81 275.46 290.97 304.77 314.96 332.70 898.76 8 7.00 2.10 41.29 113.53 148.21 167.04 187.13 199.91 211.14 221.13 228.51 241.36 651.20 9 8.00 1.64 31.25 85.16 111.04 125.10 140.09 149.62 158.00 165.46 170.97 180.56 486.43
10 9.00 1.28 24.24 65.36 85.10 95.82 107.26 114.53 120.93 126.62 130.82 138.13 371.45 11 10.00 1.00 19.25 51.27 66.64 74.99 83.90 89.56 94.54 98.97 102.24 107.94 289.62 12 11.00 0.78 15.41 40.44 52.46 58.98 65.94 70.37 74.26 77.72 80.28 84.73 226.73 13 12.00 0.65 12.74 32.90 42.57 47.83 53.43 57.00 60.13 62.92 64.98 68.56 182.92 14 13.00 0.54 10.70 27.14 35.03 39.32 43.89 46.80 49.35 51.63 53.31 56.23 149.50 15 14.00 0.45 9.11 22.65 29.15 32.68 36.44 38.83 40.94 42.81 44.19 46.60 123.40 16 15.00 0.37 7.85 19.10 24.50 27.43 30.56 32.55 34.29 35.85 37.00 39.00 102.80 17 16.00 0.31 6.81 16.16 20.65 23.09 25.69 27.34 28.79 30.09 31.04 32.70 85.74 18 17.00 0.26 5.95 13.72 17.45 19.47 21.64 23.01 24.22 25.29 26.09 27.47 71.55 19 18.00 0.21 5.23 11.69 14.79 16.47 18.27 19.41 20.42 21.31 21.97 23.12 59.76 20 19.00 0.18 4.63 10.00 12.58 13.98 15.47 16.42 17.26 18.00 18.55 19.50 49.96 21 20.00 0.15 4.14 8.60 10.74 11.90 13.15 13.93 14.63 15.25 15.70 16.50 41.82 22 21.00 0.12 3.72 7.43 9.21 10.18 11.21 11.87 12.44 12.96 13.34 14.00 35.04 23 22.00 0.10 3.38 6.46 7.94 8.75 9.61 10.15 10.63 11.06 11.37 11.92 29.41 24 23.00 0.09 3.09 5.66 6.89 7.56 8.27 8.72 9.12 9.48 9.74 10.19 24.74 25 24.00 0.07 2.86 4.99 6.01 6.57 7.16 7.54 7.87 8.16 8.38 8.76 20.85
Debit maksimum 86.23 240.43 314.46 354.66 397.54 424.80 448.78 470.12 485.86 513.28 1,388.14
km2
Debit banjir rancangan untuk tiap kala ulang (m3)m3/s/mm
Rekap Debit Banjir Rancangan
Metode NakayasuLokasi : DTA Bendungan Alternatif 3
Panjang sungai : 19.50 kmLuas DAS : 116.50 a : 2.00 tr : 1.53 jamRo : 1.00 mm
Not Q
jam 1.01th 2th 5th 10th 25th 50th 100th 200th 500th 1000th PMF
1 - - 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 1.69 2 1.00 0.73 7.85 20.85 26.60 29.51 32.39 34.11 35.53 36.73 37.58 39.05 113.64 3 2.00 3.85 35.83 107.81 139.67 155.74 171.72 181.22 189.11 195.73 200.45 208.57 621.65 4 3.00 7.57 75.33 230.59 299.32 333.98 368.44 388.94 405.94 420.23 430.41 447.93 1,338.93 5 4.00 5.11 68.42 209.11 271.39 302.80 334.03 352.60 368.01 380.95 390.18 406.06 1,213.45 6 5.00 3.45 58.54 178.40 231.45 258.21 284.81 300.64 313.76 324.79 332.65 346.18 1,034.01 7 6.00 2.39 46.64 141.42 183.37 204.53 225.56 238.08 248.46 257.18 263.39 274.09 817.98 8 7.00 1.84 34.07 102.33 132.54 147.78 162.93 171.95 179.42 185.70 190.18 197.88 589.61 9 8.00 1.41 25.60 76.00 98.31 109.56 120.75 127.40 132.92 137.56 140.86 146.55 435.79
10 9.00 1.09 19.75 57.84 74.70 83.21 91.66 96.69 100.86 104.36 106.86 111.16 329.73 11 10.00 0.84 15.59 44.91 57.88 64.43 70.93 74.80 78.01 80.71 82.63 85.94 254.16 12 11.00 0.67 12.60 35.60 45.79 50.92 56.03 59.06 61.58 63.70 65.21 67.80 199.81 13 12.00 0.55 10.44 28.88 37.04 41.16 45.25 47.68 49.70 51.40 52.61 54.69 160.51 14 13.00 0.45 8.78 23.72 30.34 33.67 36.99 38.96 40.60 41.98 42.96 44.64 130.41 15 14.00 0.37 7.49 19.72 25.14 27.87 30.58 32.20 33.54 34.66 35.46 36.84 107.04 16 15.00 0.31 6.46 16.51 20.96 23.20 25.43 26.76 27.86 28.78 29.44 30.58 88.26 17 16.00 0.25 5.61 13.86 17.52 19.36 21.20 22.29 23.19 23.95 24.49 25.43 72.82 18 17.00 0.21 4.91 11.69 14.70 16.21 17.72 18.62 19.36 19.98 20.43 21.19 60.14 19 18.00 0.17 4.33 9.91 12.38 13.62 14.86 15.60 16.21 16.72 17.09 17.72 49.72 20 19.00 0.14 3.86 8.44 10.47 11.50 12.51 13.12 13.62 14.04 14.34 14.86 41.15 21 20.00 0.11 3.47 7.24 8.91 9.75 10.58 11.08 11.49 11.84 12.09 12.51 34.12 22 21.00 0.09 3.16 6.25 7.62 8.31 9.00 9.41 9.74 10.03 10.23 10.58 28.34 23 22.00 0.08 2.89 5.44 6.56 7.13 7.69 8.03 8.31 8.54 8.71 9.00 23.58 24 23.00 0.06 2.68 4.77 5.69 6.16 6.62 6.90 7.13 7.32 7.46 7.69 19.68 25 24.00 0.05 2.50 4.22 4.98 5.36 5.74 5.97 6.16 6.32 6.43 6.62 16.47
Debit maksimum 75.33 230.59 299.32 333.98 368.44 388.94 405.94 420.23 430.41 447.93 1,338.93
km2
Debit banjir rancangan untuk tiap kala ulang (m3)m3/s/mm
