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80
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120
Flow ‐ CMS
Flow of Lam Nam Phong (E.22B)
at Ban Tha Mao
Water Year 2012
40
60
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
33.18
15.66
83.00
50.50
13.32
9.54
6.84
10.62
9.18
9.18
8.28
10.62
2
29.66
15.66
77.90
52.75
13.14
7.56
6.30
10.98
9.00
8.82
8.28
10.62
3
20.64
15.66
75.80
56.50
12.78
10.62
6.48
10.62
8.64
8.82
7.92
10.62
4
19.32
15.84
67.10
54.00
12.24
10.98
6.84
10.44
9.72
8.82
7.92
10.44
5
17.46
17.10
61.25
49.00
11.88
11.34
7.20
10.08
9.90
8.82
7.92
9.90
6
17.64
19.76
62.00
34.28
10.44
8.82
8.10
10.08
9.90
8.82
7.92
9.18
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
18.44
27.46
59.75
18.00
11.34
13.14
9.90
9.72
10.08
8.82
7.92
8.64
8
19.32
33.18
57.25
25.92
11.88
26.58
30.54
9.18
10.44
8.64
7.92
8.28
9
19.32
34.94
58.00
30.98
12.78
21.74
26.14
9.00
10.80
8.46
7.92
7.92
10
18.22
35.82
58.25
37.14
12.42
16.92
19.54
9.72
11.34
8.64
7.92
7.74
11
17.64
39.34
61.25
35.38
11.70
12.78
18.66
9.54
12.24
8.28
7.74
8.28
12
17.46
54.50
71.00
32.74
11.34
11.70
14.04
10.26
12.96
8.28
7.56
8.28
13
16.20
59.75
73.40
30.98
11.34
11.16
12.42
10.62
12.78
8.28
7.56
8.10
14
14.76
56.50
74.60
31.64
10.98
19.54
13.32
10.98
8.46
8.28
7.56
7.38
15
16 02
52 50
74 60
33 84
10 98
27 68
8 64
10 98
8 46
8 28
7 56
6 66
.
.
.
.
.
.
.
.
.
.
.
.
16
14.22
44.75
74.30
34.50
9.90
20.64
9.18
10.98
8.28
8.28
7.56
6.48
17
12.96
43.00
74.30
26.58
10.80
15.12
10.08
10.98
8.28
8.28
7.38
6.30
18
12.96
43.00
74.60
26.36
10.98
11.88
11.52
10.80
8.46
8.28
7.02
6.12
19
13.14
43.00
74.00
18.00
10.62
10.80
10.98
9.90
8.64
8.28
7.20
6.12
20
13.68
43.50
74.60
13.32
10.44
10.62
10.98
7.38
8.46
8.28
7.56
6.84
21
14.04
44.00
73.70
13.68
10.62
9.54
10.80
8.28
8.64
8.28
7.74
7.38
22
14.76
44.50
72.50
13.14
10.08
9.18
10.62
8.82
8.28
7.74
7.92
7.20
23
14.22
45.75
70.70
12.96
10.08
10.26
10.26
9.18
8.46
8.28
8.46
7.38
24
11.52
46.50
71.00
13.32
9.72
12.24
10.80
9.36
8.82
8.28
10.08
7.74
25
12.78
46.00
69.20
14.04
10.08
10.98
10.62
9.72
8.82
8.28
10.08
8.46
26
14.76
49.75
62.25
14.22
10.08
9.54
10.26
10.08
8.64
8.28
10.26
8.64
27
14.76
68.90
59.50
13.32
9.72
9.72
10.26
10.26
8.28
8.28
10.62
8.82
28
14.94
92.30
56.00
13.32
9.72
9.72
10.44
10.62
8.10
8.46
10.62
8.46
29
15.30
97.56
53.50
13.32
9.72
9.18
10.26
10.62
8.64
8.64
7.92
30
15.66
88.40
51.50
13.68
10.08
7.02
10.08
8.82
8.46
8.28
7.92
31
86.30
13.32
9.90
10.62
8.82
8.10
7.74
----------
--------------
Total
504 98
1420 88
2026 80
840 73
341 10
386 54
362 72
298 62
289 98
261 54
230 40
252 18
7216 47 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
16.83
45.83
67.56
27.12
11.00
12.88
11.70
9.95
9.35
8.44
8.23
8.13
19.77 CMS
Max
33.18
97.56
83.00
56.50
13.32
27.68
30.54
10.98
12.96
9.18
10.62
10.62
97.56 CMS
Min
11.52
15.66
51.50
12.96
9.72
7.02
6.30
7.38
8.10
7.74
7.02
6.12
6.12 CMS
Runoff
43.63
122.76
175.12
72.64
29.47
33.40
31.34
25.80
25.05
22.60
19.91
21.79
623.50 MCM
100.76
Runoff Yield
1.45
7.388
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 155.18 m. (MSL), at 06.00 Hours, on May 29, 2012
Momentary Peak