Basic HTML Version
7
250
300
350
Flow ? CMS
Flow of Huai Mong (Kh.18)
at Ban Na Ang
Water Year 2011
100
150
200
0
50
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
0.00
0.70
9.20
4.14
227.60
35.66
80.80
5.14
3.52
2.85
2.79
0.00
2
0.00
0.82
4.14
4.22
270.60
33.32
72.80
5.14
3.46
2.85
2.79
0.00
3
0.00
0.96
1.22
5.56
192.00
24.52
87.12
5.14
3.30
2.74
2.74
0.00
4
0.00
1.22
3.13
7.08
166.50
15.68
111.20
4.98
3.24
2.68
2.74
0.00
5
0.00
1.50
20.16
5.73
142.20
16.10
105.04
4.81
3.18
2.57
2.79
0.00
6
0.00
1.67
44.96
1.84
105.04
30.98
80.00
4.56
3.13
2.57
2.79
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
1.78
90.48
0.48
74.40
63.12
59.60
4.47
3.07
2.57
2.74
0.00
8
0.00
1.95
106.72
0.21
44.48
72.80
43.04
4.30
2.90
2.51
2.62
0.00
9
0.00
2.18
74.80
0.05
23.88
68.80
37.46
4.39
2.74
2.51
2.51
0.00
10
0.00
2.40
51.92
3.41
9.92
67.20
28.84
5.14
2.62
2.57
2.34
0.00
11
0.00
2.68
42.80
35.30
5.48
63.76
17.08
6.66
2.57
2.62
2.12
0.00
12
0.00
3.02
39.92
36.74
5.48
68.40
11.72
6.15
2.46
2.57
1.90
0.00
13
0.00
3.41
38.48
26.44
11.96
100.00
14.56
4.89
2.29
2.62
1.62
0.00
14
0.00
3.74
34.76
21.16
15.40
204.00
25.48
4.39
2.18
2.68
1.34
0.00
15
0 00
3 13
19 60
28 36
15 96
295 80
21 64
4 39
2 12
2 62
0 86
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
3.07
7.83
28.84
26.60
235.60
22.76
4.14
2.23
2.57
0.84
0.00
17
0.00
3.46
2.68
19.88
36.92
180.60
20.02
4.05
2.40
2.57
0.82
0.00
18
0.00
4.22
2.68
14.42
77.20
133.00
14.28
3.88
2.57
2.57
0.56
0.00
19
0.00
5.65
2.74
9.44
93.84
111.76
9.32
3.74
2.62
2.57
0.48
0.00
20
0.05
8.48
2.79
3.97
98.32
104.48
7.24
3.69
2.68
2.57
0.41
0.00
21
0.11
9.68
4.05
4.81
96.64
93.28
6.66
3.69
2.68
2.62
0.31
0.00
22
0.15
5.65
3.02
12.32
95.52
84.00
3.97
3.69
2.68
2.74
0.21
0.00
23
0.19
4.30
1.00
22.28
86.00
85.20
3.24
3.69
2.68
2.68
0.10
0.00
24
0.26
3.18
0.51
15.96
66.40
76.40
4.89
3.63
2.68
2.62
0.04
0.00
25
0.32
3.74
1.62
25.48
44.00
52.24
6.49
3.69
2.68
2.57
0.00
0.00
26
0.37
23.56
16.24
59.28
32.06
35.84
5.90
3.63
2.68
2.57
0.00
0.00
27
0.42
106.16
25.48
63.44
29.54
50.64
5.90
3.63
2.68
2.68
0.00
0.00
28
0.47
149.40
18.34
24.68
38.96
108.40
5.90
3.58
2.62
2.74
0.00
0.00
29
0.53
100.56
10.28
7.08
40.88
143.40
6.07
3.58
2.68
2.79
0.00
0.00
30
0.59
59.28
6.07
6.49
37.46
117.20
5.98
3.58
2.74
2.85
0.00
31
30.44
41.84
36.56
5.82
2.79
2.79
0.00
----------
--------------
Total
3 46
551 99
687 62
540 93
2247 80
2772 18
930 82
130 44
84 87
82 03
38 46
0 00
8070 60 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.12
17.81
22.92
17.45
72.51
92.41
30.03
4.35
2.74
2.65
1.33
0.00
22.05 CMS
Max
0.59
149.40
106.72
63.44
270.60
295.80
111.20
6.66
3.52
2.85
2.79
0.00
295.80 CMS
Min
0.00
0.70
0.51
0.05
5.48
15.68
3.24
3.58
2.12
2.51
0.00
0.00
0.00 CMS
Runoff
0.30
47.69
59.41
46.74
194.21
239.52
80.42
11.27
7.33
7.09
3.32
0.00
697.30 MCM
312.90 CMS. at 192.03 m. (MSL.) at 18.00 Hours , on Aug 1 , 2011
Runoff Yield
16.85
239.037
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak