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60
70
80
Flow ‐ CMS
Flow of Lam Nam Khan (N.59)
at Ban Na Pho Na Chan
Water Year 2012
20
30
40
50
0
10
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
0.09
0.08
0.43
0.78
6.32
18.26
8.72
3.13
6.46
1.17
1.02
0.21
2
0.09
0.08
1.69
41.40
3.96
10.52
6.46
2.80
4.16
1.14
0.90
0.21
3
0.09
0.07
0.42
50.33
3.18
70.59
19.03
2.17
6.04
1.05
0.75
1.02
4
0.10
0.06
0.27
50.62
2.75
63.95
17.93
1.99
4.55
0.96
0.59
0.84
5
0.11
0.21
1.30
18.48
2.67
41.15
33.14
2.17
3.84
0.99
0.40
0.90
6
0.22
0.15
1.69
5.69
2.08
25.60
57.80
2.62
2.96
0.96
0.38
0.63
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.14
9.71
13.04
7.16
2.03
21.67
25.36
1.99
2.39
0.93
0.34
0.30
8
0.11
10.43
3.13
8.99
2.03
23.08
23.20
4.09
2.53
0.93
0.30
0.23
9
0.08
11.33
3.79
10.97
52.85
40.40
15.30
4.48
2.26
0.87
0.29
0.23
10
0.11
1.80
1.66
9.44
49.17
25.00
12.41
2.75
2.17
0.84
0.26
0.22
11
0.11
0.25
0.69
12.95
43.40
40.90
8.90
2.39
2.58
0.81
0.25
0.22
12
0.08
0.21
0.31
8.81
18.59
39.98
6.04
2.75
2.31
0.75
0.25
0.22
13
0.07
0.15
0.23
31.10
14.80
36.20
5.34
3.84
2.39
0.75
0.23
0.22
14
0.07
0.14
0.19
11.60
10.88
53.51
19.03
2.39
2.53
0.75
0.23
0.21
15
0 06
0 11
0 11
9 71
8 99
28 76
9 17
1 99
2 17
0 72
0 25
0 21
.
.
.
.
.
.
.
.
.
.
.
.
16
0.10
0.12
0.19
5.48
10.25
22.00
5.76
1.80
1.95
0.69
0.25
0.21
17
0.08
0.13
0.15
4.09
6.25
16.72
5.62
1.76
1.90
0.69
0.26
0.21
18
0.09
1.99
0.10
3.18
4.94
13.80
4.74
1.73
1.83
0.66
0.25
0.20
19
0.10
21.67
0.93
10.25
4.29
15.84
4.55
1.69
1.73
0.63
0.23
0.19
20
0.09
8.81
0.36
4.03
12.95
42.90
4.23
1.62
1.69
0.57
0.23
0.17
21
0.09
1.87
0.26
3.46
29.60
25.36
4.03
1.55
1.66
0.54
0.25
0.17
22
0.09
0.48
0.23
2.91
13.50
28.20
3.74
3.24
1.62
0.52
0.27
0.16
23
0.10
0.29
0.22
2.75
7.37
35.30
3.18
2.03
1.59
0.51
0.25
0.16
24
0.09
1.14
0.30
2.44
6.04
17.49
3.13
1.66
1.14
0.49
0.23
0.17
25
0.09
0.69
0.26
6.11
10.52
16.28
3.24
1.59
0.99
0.52
0.22
0.17
26
0.09
1.30
0.29
5.62
10.16
26.94
3.29
2.31
1.27
0.56
0.22
0.18
27
0.08
1.24
1.38
4.29
14.10
15.84
3.24
2.85
1.38
0.59
0.22
0.13
28
0.09
5.48
8.63
7.16
21.23
16.61
3.07
1.87
1.34
0.60
0.21
0.12
29
0.09
4.68
9.08
12.86
28.34
16.94
2.71
20.35
1.30
0.78
0.12
30
0.08
12.05
8.54
12.23
40.19
16.06
2.80
14.30
1.34
0.75
0.11
31
1.45
7.51
19.80
2.71
1.27
0.69
0.11
----------
--------------
Total
2 88
98 17
59 87
372 40
463 23
865 85
327 87
101 90
73 34
23 41
9 53
8 45
2406 90 CMSDAY
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.
Mean
0.10
3.17
2.00
12.01
14.94
28.86
10.58
3.40
2.37
0.76
0.34
0.27
6.59 CMS
Max
0.22
21.67
13.04
50.62
52.85
70.59
57.80
20.35
6.46
1.17
1.02
1.02
70.59 CMS
Min
0.06
0.06
0.10
0.78
2.03
10.52
2.71
1.55
0.99
0.49
0.21
0.11
0.06 CMS
Runoff
0.25
8.48
5.17
32.18
40.02
74.81
28.33
8.80
6.34
2.02
0.82
0.73
207.96 MCM
92.49 CMS. at 206.23 m. (MSL.) at 18.00 Hours , on Jul 3 , 2012
Runoff Yield
15.89
222.867
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak