Basic HTML Version
55
120
140
160
Flow ‐ CMS
Flow of Nam Mae Lao (G.8)
at Ban Ton Yang
Water Year 2012
40
60
80
100
0
20
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
0.66
1.90
26.82
0.90
4.28
13.62
36.93
14.00
24.42
4.50
3.62
0.58
2
0.74
2.74
22.50
0.90
4.50
14.00
35.86
14.00
24.90
4.50
1.70
0.58
3
0.45
3.62
22.07
1.30
8.60
29.44
39.77
14.42
27.30
2.00
1.80
0.90
4
0.45
1.80
19.49
4.28
12.86
64.93
36.40
15.26
30.51
0.98
2.20
6.25
5
1.90
1.50
17.78
4.06
9.88
97.89
33.72
31.58
26.34
0.82
2.52
9.88
6
5.25
7.00
20.35
6.25
7.64
81.71
38.59
47.44
22.07
0.74
1.06
5.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
6.00
58.25
18.63
8.60
2.52
50.45
51.10
36.93
21.21
0.50
0.98
3.18
8
8.28
97.89
18.20
8.92
2.96
44.49
53.70
34.79
20.35
0.45
0.90
1.90
9
6.75
56.95
17.36
10.58
6.25
84.85
40.36
31.58
18.63
0.40
0.82
2.10
10
4.50
41.54
16.52
16.52
13.24
100.48
27.84
26.34
17.36
0.66
0.82
1.90
11
2.74
31.58
19.06
14.84
19.49
107.41
19.06
24.42
17.36
0.40
0.82
1.40
12
2.10
22.07
17.78
12.10
19.49
77.00
13.24
22.98
16.10
0.30
0.66
1.06
13
1.70
10.96
14.84
8.92
13.62
69.19
12.86
22.98
14.84
0.30
0.66
0.66
14
1.30
7.64
11.72
8.28
10.96
107.41
14.00
25.38
14.42
0.40
0.74
0.74
15
1 22
6 25
8 92
8 60
8 60
145 55
15 68
32 11
14 42
0 45
0 82
0 58
.
.
.
.
.
.
.
.
.
.
.
.
16
0.98
5.75
6.75
7.32
7.96
106.54
15.26
30.51
14.42
0.50
0.82
0.66
17
0.98
10.20
5.75
6.75
5.75
68.48
16.10
24.90
14.42
0.50
0.82
0.66
18
0.98
10.96
4.75
7.00
5.75
48.03
20.35
22.98
14.00
0.35
0.82
0.58
19
0.90
13.24
2.74
7.32
9.56
36.93
19.06
22.50
13.62
0.40
0.74
0.58
20
0.82
11.34
1.70
11.34
16.94
31.05
17.78
22.07
12.86
0.40
0.74
0.58
21
0.82
10.58
1.22
8.60
21.21
28.90
13.24
21.64
12.48
0.45
0.74
0.66
22
0.74
10.96
1.14
4.75
22.07
33.18
11.72
22.50
12.10
0.45
0.74
0.58
23
0.74
10.58
1.14
4.06
18.20
33.18
9.24
23.94
12.10
0.45
0.74
0.58
24
0.74
14.00
0.90
13.24
31.58
32.11
7.64
23.46
11.72
0.45
0.66
0.58
25
0.66
17.36
0.82
21.64
43.31
34.25
7.64
24.90
11.34
0.45
0.74
0.58
26
0.66
18.63
0.74
17.78
44.49
39.18
7.96
28.90
11.72
0.74
0.74
0.58
27
0.66
24.42
0.74
15.26
30.51
31.05
7.96
26.34
12.10
0.74
0.66
0.45
28
0.66
28.90
0.66
14.00
20.78
28.90
7.96
21.21
7.00
0.74
0.58
0.45
29
1.14
22.07
0.58
13.62
18.20
29.44
7.64
21.21
5.25
2.74
0.45
30
0.98
18.63
0.82
9.24
14.42
31.58
8.28
20.78
5.00
4.06
0.45
31
23.46
5.50
13.62
12.48
5.00
7.00
0.45
----------
--------------
Total
56 50
602 77
302 49
282 47
469 24
1701 22
659 42
752 05
485 36
37 82
29 66
46 08
5425 08 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.88
19.44
10.08
9.11
15.14
56.71
21.27
25.07
15.66
1.22
1.06
1.49
14.86 CMS
Max
8.28
97.89
26.82
21.64
44.49
145.55
53.70
47.44
30.51
7.00
3.62
9.88
145.55 CMS
Min
0.45
1.50
0.58
0.90
2.52
13.62
7.64
14.00
5.00
0.30
0.58
0.45
0.30 CMS
Runoff
4.88
52.08
26.14
24.41
40.54
146.99
56.97
64.98
41.94
3.27
2.56
3.98
468.73 MCM
147.50 CMS. at 407.60 m. (MSL.) at 05.00 Hours , on Sep 15 , 2012
Runoff Yield
5.11
50.705
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak