80
Periode 50 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 121.16
33.04 24.23
15.42 15.42
11.01 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 5.34
5.34 0.59
5.94 52.77
11,758.31 11,758.31
2.00 0.233
28.21 7.69
35.90 0.59
36.50 83.33
76,384.75 88,143.06
3.00 0.616
74.65 20.36
14.93 109.94
0.59 110.53
157.36 264,650.65
352,793.71 3.93
1.180 142.96
38.99 28.59
210.55 0.59
211.14 257.97
540,132.33 892,926.04
4.00 1.161
140.69 38.37
28.14 17.91
225.10 0.59
225.70 272.53
52,797.96 945,724.01
5.00 0.914
110.79 30.22
22.16 14.10
14.10 191.37
0.59 191.97
238.80 751,793.86
1,697,517.86 6.00
0.720 87.25
23.80 17.45
11.10 11.10
7.93 158.64
0.59 159.23
206.06 632,156.31
2,329,674.17 7.00
0.567 68.71
18.74 13.74
8.75 8.75
6.25 124.93
0.59 125.52
172.35 512,558.99
2,842,233.16 8.00
0.447 54.11
14.76 10.82
6.89 6.89
4.92 98.38
0.59 98.98
145.81 404,097.85
3,246,331.01 8.97
0.354 42.89
11.70 8.58
5.46 5.46
3.90 77.98
0.59 78.57
125.41 310,915.53
3,557,246.54 9.00
0.352 42.70
11.65 8.54
5.44 5.44
3.88 77.64
0.59 78.24
125.07 7,662.42
3,564,908.97 10.00
0.301 36.42
9.93 7.28
4.63 4.63
3.31 66.21
0.59 66.81
113.64 261,081.79
3,825,990.76 11.00
0.256 31.06
8.47 6.21
3.95 3.95
2.82 56.47
0.59 57.06
103.89 222,959.60
4,048,950.36 12.00
0.219 26.48
7.22 5.30
3.37 3.37
2.41 48.15
0.59 48.75
95.58 190,449.83
4,239,400.19 13.00
0.186 22.58
6.16 4.52
2.87 2.87
2.05 41.06
0.59 41.66
88.49 162,726.20
4,402,126.39 14.00
0.159 19.26
5.25 3.85
2.45 2.45
1.75 35.02
0.59 35.61
82.44 139,084.09
4,541,210.47 15.00
0.136 16.42
4.48 3.28
2.09 2.09
1.49 29.86
0.59 30.46
77.29 118,922.61
4,660,133.08 16.00
0.116 14.01
3.82 2.80
1.78 1.78
1.27 25.47
0.59 26.06
72.89 101,729.34
4,761,862.42 16.53
0.106 12.87
3.51 2.57
1.64 1.64
1.17 23.39
0.59 23.99
70.82 48,002.84
4,809,865.26 17.00
0.100 12.17
3.32 2.43
1.55 1.55
1.11 22.12
0.59 22.72
69.55 39,273.80
4,849,139.06 18.00
0.089 10.80
2.95 2.16
1.37 1.37
0.98 19.63
0.59 20.23
67.06 77,302.87
4,926,441.93 19.00
0.079 9.58
2.61 1.92
1.22 1.22
0.87 17.42
0.59 18.02
64.85 68,840.46
4,995,282.39 20.00
0.070 8.50
2.32 1.70
1.08 1.08
0.77 15.46
0.59 16.06
62.89 61,330.77
5,056,613.16 21.00
0.062 7.55
2.06 1.51
0.96 0.96
0.69 13.72
0.59 14.31
61.15 54,666.56
5,111,279.72 22.00
0.055 6.70
1.83 1.34
0.85 0.85
0.61 12.18
0.59 12.77
59.60 48,752.64
5,160,032.36 23.00
0.049 5.94
1.62 1.19
0.76 0.76
0.54 10.81
0.59 11.40
58.23 43,504.53
5,203,536.88 24.00
0.044 5.27
1.44 1.05
0.67 0.67
0.48 9.59
0.59 10.18
57.01 38,847.27
5,242,384.15
Universitas Sumatera Utara
81
Periode 100 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 133.97
36.54 26.79
