13.23 m ANALISA DAN PEMBAHASAN

76 Periode 3 Tahun Waktu Unit Hidrograf Design Rainfall mmjam Limpasan Base Total Grand Total Volume Volume Qt 1 2 3 4 5 6 Langsung Flow Debit Debit m3dt Kumulatif jam m 3 dt 66.13

18.04 13.23

8.42 8.42

6.01 m

3 dt m 3 dt m 3 dt m 3 m 3 0.00 0.000 0.00 0.00 0.59 0.59 47.42 0.00 0.00 1.00 0.044 2.92 2.92 0.59 3.51 50.34 7,389.01 7,389.01 2.00 0.233 15.40 4.20 19.60 0.59 20.19 67.02 42,664.67 50,053.68 3.00 0.616 40.75 11.11 8.15 60.01 0.59 60.60 107.43 145,427.65 195,481.33 3.93 1.180 78.04 21.28 15.61 114.93 0.59 115.52 162.35 295,731.25 491,212.58

4.00 1.161

76.79 20.94 15.36 9.77 122.87 0.59 123.46 170.30 28,884.41 520,096.99 5.00 0.914 60.48 16.49 12.10 7.70 7.70 104.46 0.59 105.05 151.88 411,329.67 931,426.66 6.00 0.720 47.63 12.99 9.53 6.06 6.06 4.33 86.59 0.59 87.18 134.02 346,026.77 1,277,453.43 7.00 0.567 37.51 10.23 7.50 4.77 4.77 3.41 68.19 0.59 68.78 115.62 280,745.82 1,558,199.25 8.00 0.447 29.54 8.06 5.91 3.76 3.76 2.69 53.70 0.59 54.29 101.13 221,543.44 1,779,742.70 8.97 0.354 23.41 6.38 4.68 2.98 2.98 2.13 42.56 0.59 43.16 89.99 170,654.49 1,950,397.19 9.00 0.352 23.31 6.36 4.66 2.97 2.97 2.12 42.38 0.59 42.98 89.81 4,208.81 1,954,606.00 10.00 0.301 19.88 5.42 3.98 2.53 2.53 1.81 36.14 0.59 36.74 83.57 143,479.62 2,098,085.62 11.00 0.256 16.95 4.62 3.39 2.16 2.16 1.54 30.82 0.59 31.41 78.25 122,671.03 2,220,756.65 12.00 0.219 14.46 3.94 2.89 1.84 1.84 1.31 26.28 0.59 26.88 73.71 104,925.90 2,325,682.55 13.00 0.186 12.33 3.36 2.47 1.57 1.57 1.12 22.41 0.59 23.01 69.84 89,793.25 2,415,475.80 14.00 0.159 10.51 2.87 2.10 1.34 1.34 0.96 19.11 0.59 19.71 66.54 76,888.45 2,492,364.25 15.00 0.136 8.97 2.45 1.79 1.14 1.14 0.82 16.30 0.59 16.89 63.73 65,883.52 2,558,247.77 16.00 0.116 7.65 2.09 1.53 0.97 0.97 0.70 13.90 0.59 14.49 61.33 56,498.75 2,614,746.53 16.53 0.106 7.02 1.92 1.40 0.89 0.89 0.64 12.77 0.59 13.36 60.19 26,719.18 2,641,465.70 17.00 0.100 6.64 1.81 1.33 0.85 0.85 0.60 12.08 0.59 12.67 59.50 21,890.72 2,663,356.42 18.00 0.089 5.89 1.61 1.18 0.75 0.75 0.54 10.72 0.59 11.31 58.14 43,165.82 2,706,522.25 19.00 0.079 5.23 1.43 1.05 0.67 0.67 0.48 9.51 0.59 10.10 56.94 38,546.70 2,745,068.95 20.00 0.070 4.64 1.27 0.93 0.59 0.59 0.42 8.44 0.59 9.03 55.86 34,447.62 2,779,516.57 21.00 0.062 4.12 1.12 0.82 0.52 0.52 0.37 7.49 0.59 8.08 54.91 30,810.03 2,810,326.59 22.00 0.055 3.66 1.00 0.73 0.47 0.47 0.33 6.65 0.59 7.24 54.07 27,581.97 2,837,908.57 23.00 0.049 3.24 0.88 0.65 0.41 0.41 0.29 5.90 0.59 6.49 53.32 24,717.35 2,862,625.92 24.00 0.044 2.88 0.79 0.58 0.37 0.37 0.26 5.23 0.59 5.83 52.66 22,175.23 2,884,801.15 Universitas Sumatera Utara 77 Periode 5 Tahun Waktu Unit Hidrograf Design Rainfall mmjam Limpasan Base Total Grand Total Volume Volume Qt 1 2 3 4 5 6 Langsung Flow Debit Debit m3dt Kumulatif jam m 3 dt 77.07

21.02 15.41