79 Periode 25 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 108.25
29.52 21.65
13.78 13.78
9.84 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 4.78
4.78 0.59
5.37 52.20
10,733.16 10,733.16
2.00 0.233
25.20 6.87
32.08 0.59
32.67 79.50
68,473.13 79,206.29
3.00 0.616
66.69 18.19
13.34 98.22
0.59 98.82
145.65 236,677.79
315,884.08 3.93
1.180 127.73
34.84 25.55
188.11 0.59
188.71 235.54
482,789.40 798,673.48
4.00 1.161
125.70 34.28
25.14 16.00
201.12 0.59
201.71 248.54
47,187.21 845,860.69
5.00 0.914
98.99 27.00
19.80 12.60
12.60 170.98
0.59 171.57
218.40 671,911.99
1,517,772.68 6.00
0.720 77.95
21.26 15.59
9.92 9.92
7.09 141.73
0.59 142.33
189.16 565,022.77
2,082,795.45 7.00
0.567 61.39
16.74 12.28
7.81 7.81
5.58 111.62
0.59 112.21
159.04 458,169.51
2,540,964.97 8.00
0.447 48.34
13.18 9.67
6.15 6.15
4.39 87.90
0.59 88.49
135.32 361,265.77
2,902,230.74 8.97
0.354 38.32
10.45 7.66
4.88 4.88
3.48 69.67
0.59 70.27
117.10 278,006.59
3,180,237.33 9.00
0.352 38.15
10.41 7.63
4.86 4.86
3.47 69.37
0.59 69.96
116.80 6,852.12
3,187,089.45 10.00
0.301 32.54
8.87 6.51
4.14 4.14
2.96 59.16
0.59 59.75
106.58 233,489.22
3,420,578.67 11.00
0.256 27.75
7.57 5.55
3.53 3.53
2.52 50.45
0.59 51.04
97.87 199,429.26
3,620,007.93 12.00
0.219 23.66
6.45 4.73
3.01 3.01
2.15 43.02
0.59 43.62
90.45 170,383.66
3,790,391.59 13.00
0.186 20.18
5.50 4.04
2.57 2.57
1.83 36.69
0.59 37.28
84.11 145,614.21
3,936,005.80 14.00
0.159 17.21
4.69 3.44
2.19 2.19
1.56 31.29
0.59 31.88
78.71 124,491.35
4,060,497.15 15.00
0.136 14.67
4.00 2.93
1.87 1.87
1.33 26.68
0.59 27.27
74.11 106,478.24
4,166,975.39 16.00
0.116 12.51
3.41 2.50
1.59 1.59
1.14 22.75
0.59 23.35
70.18 91,117.05
4,258,092.44 16.53
0.106 11.50
3.14 2.30
1.46 1.46
1.05 20.90
0.59 21.50
68.33 43,009.13
4,301,101.57 17.00
0.100 10.87
2.97 2.17
1.38 1.38
0.99 19.77
0.59 20.36
67.19 35,195.27
4,336,296.84 18.00
0.089 9.65
2.63 1.93
1.23 1.23
0.88 17.54
0.59 18.14
64.97 69,293.42
4,405,590.26 19.00
0.079 8.56
2.34 1.71
1.09 1.09
0.78 15.57
0.59 16.16
62.99 61,732.74
4,467,323.01 20.00
0.070 7.60
2.07 1.52
0.97 0.97
0.69 13.81
0.59 14.41
61.24 55,023.28
4,522,346.28 21.00
0.062 6.74
1.84 1.35
0.86 0.86
0.61 12.26
0.59 12.85
59.68 49,069.19
4,571,415.47 22.00
0.055 5.98
1.63 1.20
0.76 0.76
0.54 10.88
0.59 11.47
58.30 43,785.44
4,615,200.91 23.00
0.049 5.31
1.45 1.06
0.68 0.68
0.48 9.65
0.59 10.25
57.08 39,096.56
4,654,297.47 24.00
0.044 4.71
1.29 0.94
0.60 0.60
0.43 8.57
0.59 9.16
55.99 34,935.57
4,689,233.04
Universitas Sumatera Utara
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
