# 03 03 8 3248 914156 3752997129 m 3 det tabel untuk

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𝑟 = ? ? + 0,3 (𝑡−𝑇 𝑝 )/𝑇 0,3 ? 8 = 4.108 + 0,3 (8−7,313248 )/9,14156 = 3.752997129 m 3 /det Tabel untuk kurva 7,313248 < t < 16,45481 3. Pada kurva turun (Q t ) Interval = (T p +T 0,3 < t < T p +T 0,3 +1,5T 0,3 ) = (16.454808< t < 16.454808+(1,5. 9,14156)) = (16.454808< t < 30.16715) ? 𝑡 = ? ? + 0,3 [(𝑡−𝑇 𝑝 )+(0,5𝑇 0,3 )]/(1,5𝑇 0,3 ) ? 17 = 4.108 + 0,3 [(17−7,313)+(0,5.9,141)]/(1,5.9,141) = 1.17487m 3 /det waktu T (jam) Q (m 3 /det) 7.313248 4.108270753 8 3.752997129 9 3.289881495 10 2.88391381 11 2.528042082 12 2.216084526 13 1.942622182 14 1.702904785 15 1.492768245 16 1.308562319 16.454808 1.232481226
Tabel untuk kurva 16.454808< t < 30.16715 4. Pada kurva turun (Q t ) Interval = t > T p +T 0,3 +1,5T 0,3 = (t > 30.167148) ? 𝑡 = ? ? + 0,3 [(𝑡−𝑇 𝑝 )+(1,5𝑇 0,3 )]/(2𝑇 0,3 ) ? 31 = 4.108 + 0,3 [(11−7,313248)+(1,5.9,141)]/(2.9,141 ) = 0.35001 m 3 /det waktu T (jam) Q (m 3 /det) 16.454808 1.232481226 17 1.174873368 18 1.076115964 19 0.985659901 20 0.902807387 21 0.826919282 22 0.757410172 23 0.693743853 24 0.635429193 25 0.582016341 26 0.533093261 27 0.488282554 28 0.447238542 29 0.409644603 30 0.375210732 30.167148 0.369744368
Tabel untuk kurva t > 30.167148 waktu T (jam) Q (m 3 /det) 30.167148 0.369744368 31 0.350011926 32 0.327705593 33 0.306820847 34 0.28726709 35 0.268959499 36 0.251818654 37 0.235770198 Hasil dari perhitungan diatas kemudian dimasukkan ke dalam tabel Hidrograf Banjir Periode T
Tabel Hidrograf Banjir Periode 2 tahun PERIODE 2 TAHUN t Q R1 R2 R3 R4 R5 Qtot 98.954383 111.56739 115.2661 117.50058 118.3218 0 0.000 0.000 0 1 0.035 3.429 0.000 3.429 2 0.183 18.101 3.867 0.000 21.968 3 0.484 47.898 20.408 3.995 0.000 72.301 4 0.965 95.537 54.004 21.085 4.072 0.000 174.698 5 1.649 163.214 107.715 21.085 21.493 4.101 317.608 6 2.555 252.809 184.018 55.794 56.876 21.644 571.140 7 3.699 365.986 285.033 190.118 113.443 57.273 1011.853 7.313 4.108 406.531 412.636 294.482 193.804 114.236 1421.689 8 3.753 371.376 458.349 426.316 300.191 195.158 1751.389 9 3.290 325.548 418.712 473.544 434.580 302.289 1954.673 10 2.884 285.376 367.043 432.593 482.724 437.617 2005.354 11 2.528 250.161 321.751 379.212 440.979 486.098 1878.201 12 2.216 219.291 282.047 332.417 386.563 444.061 1664.380 13 1.943 192.231 247.243 291.398 338.862 389.265 1458.998 14 1.703 168.510 216.733 255.439 297.046 341.230 1278.959 15 1.493 147.716 189.989 223.918 260.391 299.123 1121.137 16 1.309 129.488 166.544 196.287 228.259 262.211 982.790 16.455 1.232 121.959 145.993 172.066 200.092 229.855 869.965 17 1.175 116.259 137.505 150.833 175.401 201.491 781.488 18 1.076 106.486 131.078 142.063 153.757 176.627 710.011 19 0.986 97.535 120.059 135.423 144.817 154.831 652.667 20 0.903 89.337 109.967 124.040 138.048 145.829 607.222 21 0.827 81.827 100.724 113.613 126.444 139.013 561.622 22 0.757 74.949 92.257 104.063 115.816 127.328 514.413 23 0.694 68.649 84.502 95.316 106.080 116.625 471.172 24 0.635 62.879 77.399 87.304 97.163 106.822 431.567 25 0.582 57.593 70.893 79.965 88.996 97.843 395.290 26 0.533 52.752 64.934 73.243 81.515 89.618 362.063 27 0.488 48.318 59.476 67.087 74.663 82.085 331.629 28 0.447 44.256 54.476 61.448 68.387 75.185 303.753 29 0.410 40.536 49.897 56.282 62.639 68.865 278.220 30 0.375 37.129 45.703 51.551 57.373 63.077 254.833 30.167 0.370 36.588 41.861 47.218 52.551 57.774 235.993 31 0.350 34.635 41.251 47.218 48.133 52.918 224.156 32 0.328 32.428 39.050 43.249 44.087 48.470 207.284
33 0.307 30.361 36.561 40.345 43.445 44.396 195.108 34 0.287 28.426 34.231 37.773 41.127 43.749 185.306 35 0.269 26.615 32.050 35.366 38.506 41.414 173.950 36 0.252 24.919 30.007 33.112 36.052 38.775 162.864 37 0.236 23.330 28.095 31.002 33.754 36.304 152.485 26.304 29.026 31.603 33.990 120.923 27.176 29.589 31.824 88.589 27.703 29.796 57.499 27.897 27.897
Tabel Hidrograf Banjir Periode 5 tahun PERIODE 5TAHUN t Q R1 R2 R3 R4 R5 Qtot 62.3373553 70.2830494 72.61309 74.02073 74.538075 0 0.000 0.000 0.000 1 0.035 2.160 0.000 2.160 2 0.183 11.403 2.436 0.000 13.839 3 0.484 30.174 12.856 2.517 0.000

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