Basic HTML Version
315
300
350
400
450
Flow ‐ CMS
Flow of Yom River (Y.31)
at Ban Thung Nong
Water Year 2012
150
200
250
0
50
100
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
4.88
9.89
18.40
6.38
25.92
51.72
52.74
21.20
30.54
6.11
10.70
5.84
2
6.38
8.00
27.85
6.38
22.95
55.80
46.62
18.75
32.14
5.09
8.27
5.57
3
7.19
7.19
54.78
8.00
29.78
127.00
39.62
15.74
27.47
5.57
6.92
5.30
4
7.46
6.38
28.23
16.05
36.10
199.85
50.70
15.74
20.85
5.30
6.65
5.84
5
9.35
5.57
33.90
48.15
27.08
182.60
54.78
18.75
16.37
5.57
5.84
6.11
6
16.37
15.43
54.27
26.31
23.65
142.00
119.80
23.30
14.79
5.57
5.30
6.38
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
25.16
62.79
32.14
18.05
21.90
104.00
87.54
26.31
13.85
5.84
5.84
5.84
8
17.70
43.56
26.70
20.15
21.90
86.82
49.68
19.80
13.22
5.84
6.65
4.88
9
16.37
31.32
37.86
16.05
71.61
152.00
39.18
15.74
12.27
5.84
6.65
3.83
10
15.11
42.03
38.74
21.90
296.75
157.10
32.58
13.85
11.01
5.30
6.65
3.03
11
12.59
32.14
28.62
17.35
170.30
102.25
29.39
12.90
11.01
4.67
6.38
3.20
12
11.01
13.85
20.15
12.27
122.50
72.24
28.62
13.22
11.65
4.46
6.38
3.20
13
9.62
10.70
16.37
8.81
80.43
57.33
27.47
13.22
11.65
3.41
7.19
2.18
14
10.43
9.35
14.48
12.90
60.39
131.50
25.92
20.50
11.65
3.41
9.35
2.18
15
9 89
8 27
12 90
12 90
48 66
257 60
23 65
18 40
10 70
4 46
9 62
2 18
.
.
.
.
.
.
.
.
.
.
.
.
16
7.19
8.54
11.96
9.62
47.13
118.00
22.25
14.48
10.16
4.67
9.08
2.18
17
6.38
9.89
11.65
8.27
41.52
75.39
21.55
12.59
10.16
3.62
9.89
2.52
18
5.84
12.27
10.16
11.01
34.34
55.80
24.77
11.65
9.89
4.67
11.33
2.69
19
5.57
9.35
9.62
14.79
37.42
48.15
24.00
11.01
9.35
4.46
12.27
2.52
20
4.88
9.35
9.08
12.90
32.58
53.25
21.90
10.70
9.08
4.25
10.43
2.52
21
4.67
9.89
8.27
12.90
86.82
59.37
20.50
10.70
9.35
4.25
7.73
2.18
22
4.67
9.08
8.54
14.48
137.00
46.62
18.40
12.27
9.08
4.25
9.08
2.01
23
5.09
8.27
8.27
12.27
62.16
50.19
19.10
11.96
8.54
4.25
10.70
1.84
24
5.09
11.01
8.54
129.70
78.54
46.11
21.90
11.96
8.54
4.25
9.62
1.50
25
4.67
11.33
10.43
409.20
106.63
40.50
19.10
12.59
8.54
4.25
8.54
1.50
26
4.67
74.13
9.08
142.00
77.91
32.14
17.35
11.65
8.54
4.04
8.27
2.01
27
4.88
276.80
7.73
68.46
81.69
57.84
16.69
10.70
8.27
4.04
6.65
1.50
28
11.96
151.00
6.38
49.68
86.82
94.02
16.05
27.47
8.00
3.83
5.30
1.30
29
11.33
55.29
6.92
43.56
81.69
113.62
15.74
87.54
7.46
4.46
1.30
30
12.27
31.70
6.38
34.34
90.42
79.80
15.11
36.54
7.19
4.88
1.10
31
22.95
28.62
63.42
17.00
6.92
8.81
1.30
----------
--------------
Total
278 67
1017 32
578 40
1253 45
2206 01
2850 61
1019 70
561 23
388 24
149 42
227 28
95 53 10625 86 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.29
32.82
19.28
40.43
71.16
95.02
32.89
18.71
12.52
4.82
8.12
3.08
29.11 CMS
Max
25.16
276.80
54.78
409.20
296.75
257.60
119.80
87.54
32.14
8.81
12.27
6.38
409.20 CMS
Min
4.67
5.57
6.38
6.38
21.90
32.14
15.11
10.70
6.92
3.41
5.30
1.10
1.10 CMS
Runoff
24.08
87.90
49.97
108.30
190.60
246.29
88.10
48.49
33.54
12.91
19.64
8.25
918.08 MCM
493.40 CMS. at 262.72 m. (MSL.) at 11.00 Hours , on Jul 25 , 2012
Runoff Yield
14.70
249.066
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak