Basic HTML Version
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Flow ‐ CMS
Flow of Lam Nam Phong (E.22B)
at Ban Tha Mao
Water Year 2014
30
40
50
60
0
10
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
18.92
22.67
17.46
11.83
24.13
65.01
9.54
1.21
4.33
11.42
12.46
9.13
2
19.12
20.37
19.12
12.46
19.54
66.85
6.42
0.60
4.75
11.62
12.46
7.67
3
18.08
31.53
21.42
13.92
12.87
76.60
4.96
0.50
4.75
10.58
12.25
7.67
4
17.67
50.26
18.71
13.08
7.67
77.40
4.54
0.40
4.54
9.13
11.83
7.67
5
21.62
44.43
12.25
9.96
9.33
76.60
6.42
0.60
4.12
8.29
12.25
7.67
6
23.29
38.29
13.92
8.29
8.50
78.60
5.17
0.50
4.12
8.29
12.87
7.67
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Discharge in Cubic Meter per Second , Water Year April 1, 2014to March 31, 2015
7
24.54
35.83
14.54
9.75
7.67
76.60
2.87
0.30
4.33
8.92
12.87
7.67
8
26.61
27.23
16.00
12.04
7.87
75.80
1.00
0.80
4.75
9.75
12.87
7.67
9
25.17
13.50
15.17
21.42
7.67
61.01
0.90
1.83
5.58
9.96
12.87
7.67
10
19.75
14.96
12.87
23.92
7.46
37.67
0.80
4.54
8.29
9.13
12.67
7.67
11
20.17
20.37
11.83
16.42
6.62
17.25
1.00
7.87
10.58
10.37
11.83
7.67
12
24.33
21.21
9.96
11.42
6.42
8.08
0.90
8.50
9.96
11.00
11.42
7.67
13
26.61
21.62
9.75
15.37
6.62
7.67
1.21
8.92
8.71
11.42
11.42
7.67
14
31.22
25.17
9.75
22.87
6.00
9.75
1.62
8.50
8.29
11.42
11.42
7.67
15
33 06
35 21
9 75
30 91
6 83
9 75
1 00
8 08
8 29
11 21
11 42
7 67
.
.
.
.
.
.
.
.
.
.
.
.
16
34.60
36.14
10.17
23.08
12.04
8.29
1.00
7.67
8.29
10.79
11.00
7.67
17
36.14
37.06
10.58
27.23
17.25
4.75
0.80
7.25
8.29
10.37
10.37
7.67
18
34.91
35.83
10.79
49.04
15.17
3.50
0.80
7.25
8.29
9.75
10.37
7.67
19
30.61
36.75
10.58
51.19
11.83
3.71
0.80
7.04
8.08
9.75
10.17
10.79
20
26.61
39.82
9.54
46.27
9.54
2.04
0.90
7.46
7.67
9.75
9.75
20.17
21
22.46
41.97
7.67
39.21
8.71
1.62
1.00
7.87
7.67
9.75
9.75
21.83
22
21.62
35.52
7.67
33.68
10.79
1.42
1.00
6.83
8.29
9.54
9.75
17.46
23
20.17
23.71
7.67
40.13
12.25
1.42
1.00
6.83
9.75
8.92
10.17
20.79
24
19.96
17.46
7.67
49.04
13.08
4.54
1.00
7.04
8.71
9.13
10.79
27.54
25
20.37
12.25
7.67
57.02
10.58
10.79
1.21
7.25
9.33
9.96
10.79
29.99
26
22.25
12.67
8.71
55.49
13.71
15.58
1.42
6.83
8.29
10.37
10.79
29.99
27
22.67
12.46
10.37
49.65
22.04
22.46
1.62
6.62
8.71
10.17
13.50
26.92
28
23.50
13.50
9.75
43.20
32.45
15.58
1.62
5.58
9.75
10.17
9.96
24.75
29
24.33
19.33
9.75
33.99
32.45
11.62
1.42
5.17
9.96
10.79
22.04
30
24.33
18.71
10.58
24.54
27.54
8.08
2.87
4.96
10.37
10.37
20.58
31
14.33
26.00
40.13
1.83
10.79
11.00
19.33
----------
--------------
Total
734 69
830 16
351 67
882 42
434 76
860 04
68 64
154 80
237 63
313 09
320 07
431 70
5619 67 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
24.49
26.78
11.72
28.47
14.02
28.67
2.21
5.16
7.67
10.10
11.43
13.93
15.40 CMS
Max
36.14
50.26
21.42
57.02
40.13
78.60
9.54
8.92
10.79
11.62
13.50
29.99
78.60 CMS
Min
17.67
12.25
7.67
8.29
6.00
1.42
0.80
0.30
4.12
8.29
9.75
7.67
0.30 CMS
Runoff
63.48
71.73
30.38
76.24
37.56
74.31
5.93
13.38
20.53
27.05
27.65
37.30
485.54 MCM
80.20
Runoff Yield
1.13
5.881
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 153.98 m. (MSL.), at 06.00 Hours, on Sep 6, 2014
Momentary Peak