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65
APPENDIX
Appendix 1 Runoff curve numbers for urban areas Handbook of HEC-HMS,
2000
66
Appendix 2 Runoff curve numbers for cultivated agricultural lands Handbook
of HEC-HMS, 2000
67
Appendix 3 Runoff curve numbers for other agricultural lands Handbook of
HEC-HMS, 2000
68
Appendix 4 Runoff curve numbers for arid and semiarid rangelands Handbook
of HEC-HMS, 2000
69
Appendix 5 Observed Discharges Ministry of Public Work for Water
Resources Management
Observed discharges on 2002
Tanggal Jan
Feb Mar
Apr May
Jun Jul
Aug Sep
Oct Nov
Dec 1
44.08 16.72
29.25 76.2
259.16 95.53
62.95 34.69
26.52 38.77
25.6 54.62
2 39.25
14.2 29.53
77.37 309.63
93.22 60.9
34.18 26.08
39.6 25.55
63.92 3
38.45 10.11
28.83 84.59
229.65 83.97
61.14 31.45
25.62 39.85
23.69 64.32
4 36.17
9.38 29.2
90.11 175.05
72.92 61.47
31.54 24.54
38.38 23.61
65.41 5
35.55 13.84
21.16 101.88
177.36 62.63
59.61 31.76
24.68 38.34
23.61 57.75
6 35.74
12.89 22.22
94.28 197.08
61.44 59.85
38.09 23.62
38.34 23.61
60.76 7
45.22 11.29
23.08 94.34
177.54 57.33
55.95 34.65
23.76 36.62
23.61 59.81
8 48.75
9.81 25.16
74.06 319.82
56.47 50.26
33.24 23.94
36.55 22.99
57.52 9
50.13 9.19
29.37 73.57
335.45 63.25
48.37 31.94
22.34 36.55
22.96 54.52
10 52.4
23.05 31.22
80.06 324.95
67.13 44.88
32.1 22.4
36.55 22.96
55.37 11
45.18 42.26
30.77 87.2
280.88 69.89
43.28 31.59
22.56 35.82
22.96 57.35
12 42.57
48.73 30.96
89.24 225.17
62.6 42.62
31.04 22.12
35.79 22.96
52.59 13
44.41 42.92
22.64 89.7
168.29 59.27
41.14 30.5
21.25 35.06
23.59 54.32
14 42.2
47.33 22.47
88.75 142.4
71.79 39.63
29.23 21.82
35.03 23.61
61.73 15
47.66 51.68
24.52 93.18
124.9 66.87
38.97 30.12
22.01 35.03
23.61 83.24
16 63.48
54.07 27.89
91.04 114.95
103.54 36.95
29.64 22.2
35.03 24.85
95.08 17
27.17 35.83
28.88 83.22
103 98.12
36.04 29.82
22.38 33.56
24.9 77.23
18 19.34
25.52 32.89
83.25 88.98
65.56 36.19
29.31 21.95
33.5 24.9
69.18 19
16.64 23.44
37.87 77.5
78.49 95.9
36.41 29.5
20.89 33.5
25.53 67.79
20 16.68
26.65 42.55
75.16 73.53
89.46 37.45
28.74 21.26
32.77 26.17
67.74 21
20.46 26.35
42.98 71.75
69.98 73.01
35.43 27.14
21.84 32.74
26.82 67.74
22 15.12
25.89 44.93
87.08 65.77
118.76 35.55
27.24 24.51
32.01 26.85
67.74 23
12.49 26.05
50 112.56
63.73 126.1
40.76 27.43
22.31 31.98
31.04 67.74
24 21.36
27.48 40.62
147.89 91.14
142.26 37.83
26.37 21.72
31.25 39.75
74.89 25
58.7 29.13
45.56 127.26
87.23 148.82
35.54 26.51
21.93 31.22
40.11 78.86
26 46.01
30.87 44.33
130.1 82.13
160.81 34.93
26.69 22.12
31.22 40.11
88.08 27
24.51 29.69
54.96 177.48
87.6 72.03
34.39 26.26
22.31 30.48
58.97 87.09
28 19.71
27.71 59.9
260.26 88.23
69.71 33.85
26.42 22.49
29.72 61.95
79.34 29
18.15 63.68
411.54 90
68.99 34.04
26.61 22.68
29.69 60.95
96.24 30
14.31 56.58
172.45 93.18
67.09 34.26
26.79 24.73
28.2 59.81
94.24 31
11.75 56.56
95.07 34.48
26.36 26.9
94.12 Rata‐rata
33.9884 26.86
36.4697 113.436
155.495 84.8157
43.391 29.9016
22.9527 34.1952
30.921 70.2042
alirankm
2
ldet 11.106
8.772 11.91
37.046 50.782
27.699 14.171
9.7654 7.496
11.168 10.098
22.928 Tinggi aliran mm
29.747 21.221
31.901 96.024
136.01 71.797
37.955 26.156
19.43 29.911
26.175 61.409
meter kubik 10
6
91.086 64.98
97.68 294.03
416.48 219.84
116.22 80.088
59.493 91.588
80.147 188.03
Observed Discharges on 2003
Tanggal Jan
Feb Mar
Apr May
Jun Jul
Aug Sep
Oct Nov
Dec 1
66.4 94.66
94.17 164.18
162.71 63.09
91.71 67.89
60.91 75.68
74.34 79.72
2 68.61
94.8 94.2
154.64 155.71
52.76 83.9
59.2 62.89
65.26 74.01
82.35 3
65.44 113.93
94.23 115.13
159.35 51.38
83.58 58.86
79.42 63.75
74.04 82.48
4 74.65
98.38 96.98
112.03 139.49
44.78 82.38
77.27 104.9
74.1 82.64
94.66 5
81.19 95
97.12 104.5
130.15 69.86
82.36 69.53
99.89 69.66
79.35 97.91
6 81.48
97.64 97.15
114.72 129.83
67.91 82.38
60.44 95.58
60.72 79.35
102.48 7
79.05 93.7
97.18 151.07
133.16 67.79
89.11 59
66.58 71.59
67.28 102.69
8 83.88
72.99 98.57
118.21 134.97
68.91 128.7
45.37 62.12
73.31 69
107.23 9
84.11 64.22
112.13 107.81
126.85 68.98
96.52 44.82
60.91 96.81
65.83 105.95
10 85.57
61.73 112.73
102.97 145.56
69 89.7
53.4 72.16
144.66 62.43
119.78 11
78.09 59.47
97.91 113.31
204.59 69.02
96.31 54.74
93.28 183.48
78.65 125.33
12 77.8
60.5 97.32
121.8 220.63
67.95 92.54
54.8 75.99
146.43 73.23
133.79 13
79.06 55.33
97.35 127.11
232.97 67.93
89.68 63.3
71.58 127.61
62.79 139.51
14 79.13
54.17 97.38
185.46 199.4
67.95 76.75
61.49 69.06
191.22 61.29
146.93 15
77.93 71.59
104.77 214.09
163.48 67.98
68.98 64.71
79.96 227.34
61.27 194.7
16 75.46
68.76 103.61
250.79 154.37
65.81 64.32
53.35 68.37
201.68 72.61
203.03 17
77.83 60.98
99.07 254.75
134.46 66.84
60.88 60.03
67.89 149.03
73.1 142.42
18 86.91
60.98 106.42
242.78 123.81
68 62.96
82.58 69.01
194.29 73.13
126.35 19
87.31 60.71
109.77 192.37
115.31 75.26
61.98 88.9
144.53 190.01
78.06 132.39
20 85.98
60.73 69.89
256.41 109
80.48 68.52
86.53 217.55
150.5 73.39
134.35 21
91.39 60.75
67.15 271.19
99.74 83.16
66.63 65.84
138.11 124.75
83.01 150.56
22 91.65
60.78 74.21
199.96 93.95
83.29 65.47
80.82 113.63
112.62 90.25
128.58 23
87.6 60.8
89.92 172.28
88.31 87.39
63.26 66.77
102.29 103.19
81.3 116.18
24 87.46
92.7 96.03
173.24 79.08
83.52 56.7
82.97 88.01
94.33 79.72
108.24 25
87.49 94.06
106.53 183.57
73.83 86.09
55.48 86.45
86.1 88.56
80.92 115.45
26 86.16
94.08 148.5
212.18 67.76
83.51 55.46
64.87 83.37
81.76 79.77
127.3 27
86.13 94.11
183.5 171.15
66.44 90.23
60.76 66.17
87.35 77.84
78.52 107.31
28 86.16
94.14 193.33
167.49 64.23
87.82 66.47
61.91 73.68
74.04 76.05
96.29 29
86.19 173.1
161.61 65.25
95.9 61.25
53.48 74.35
72.68 75.97
82.44 30
86.21 178.12
144.8 64.23
84.01 67.62
55.1 74.43
93.29 76
73.34 31
91.68 162.84
63.11 66.82
65.91 83.34
69.36 Rata‐rata
82.06452 76.84607
111.3284 168.72
125.8623 72.88667
75.45742 65.04839
88.13 114.9526
74.57667 117.0677
alirankm
2
ldet 26.801
25.093 36.358
55.199 41.105
23.804 24.643
21.24 28.782
37.542 24.319
38.232 Tinggi aliran mm
71.784 60.705
97.381 143.08
110.09 61.699
66.004 56.891
74.603 100.55
63.036 102.4
meter kubik 10
6
219.8 185.88
298.18 438.1
337.11 188.92
202.11 174.2
228.43 307.89
193.02 313.55