Basic HTML Version
253
100
120
140
Flow ‐ CMS
Flow of Nam Mae Taeng (P.92)
at Ban Mueang Kud
Water Year 2012
40
60
80
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
7.60
5.25
25.38
18.50
17.00
40.50
40.50
23.50
17.50
8.65
8.65
4.25
2
7.60
5.50
21.00
13.50
16.00
43.50
40.50
21.00
16.00
8.65
7.95
4.25
3
7.95
5.25
18.00
13.50
15.00
48.00
36.75
20.50
19.00
8.65
7.95
6.20
4
7.95
5.50
17.00
13.05
15.00
74.25
34.12
24.12
17.00
8.65
11.25
14.00
5
8.65
6.90
13.50
11.25
14.00
58.20
32.88
24.75
15.50
9.00
9.00
11.25
6
12.60
10.35
10.80
20.00
13.05
52.80
33.50
21.00
14.50
9.00
7.25
8.65
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
15.00
33.50
12.15
23.00
11.25
51.90
39.00
20.00
14.50
8.65
6.55
7.60
8
10.35
20.50
14.50
18.50
11.70
100.20
24.75
19.50
13.50
8.65
5.85
9.00
9
8.30
24.12
20.50
24.75
18.50
90.00
27.87
23.50
13.50
8.65
5.85
16.00
10
10.35
21.50
21.50
41.25
27.25
75.30
26.00
21.00
13.05
8.30
5.50
8.30
11
9.00
16.00
15.50
22.00
31.62
124.65
25.38
16.50
12.60
8.30
5.85
7.25
12
9.00
12.15
15.00
15.50
31.00
123.12
26.62
16.00
12.60
8.30
5.85
5.85
13
9.00
9.00
13.05
16.50
27.25
79.50
29.13
17.50
11.70
8.30
6.20
5.50
14
9.00
8.30
11.70
21.00
21.00
67.20
32.25
23.00
11.25
7.25
8.30
5.50
15
9 00
7 95
10 80
20 50
20 50
111 68
32 88
22 50
11 25
7 60
7 95
5 25
.
.
.
.
.
.
.
.
.
.
.
.
16
9.00
8.65
9.90
18.00
24.75
61.80
31.00
18.00
11.25
7.60
6.90
5.00
17
9.00
9.90
9.90
16.50
27.25
52.80
29.13
19.50
11.25
7.60
5.50
4.50
18
8.30
12.15
12.60
18.50
18.50
44.25
27.87
21.00
10.35
7.60
5.85
4.25
19
6.55
13.05
9.45
26.62
18.00
40.50
31.62
21.00
10.35
7.25
5.50
4.25
20
6.55
12.15
12.15
24.75
21.00
51.00
32.25
23.00
10.80
7.25
5.50
4.00
21
5.85
11.70
14.00
20.00
21.00
57.30
29.13
24.12
10.35
7.25
5.50
4.00
22
5.50
11.70
11.25
18.50
23.50
45.75
26.62
22.00
10.35
6.90
5.50
3.75
23
5.50
9.00
10.80
19.50
48.00
41.25
24.75
19.50
9.90
6.90
5.25
3.75
24
5.25
9.90
9.90
22.00
54.60
39.75
23.00
18.00
9.90
6.90
5.50
3.75
25
5.25
10.80
10.35
27.25
54.60
39.75
24.75
18.50
9.90
6.90
5.50
3.75
26
5.50
10.80
9.90
25.38
48.00
39.75
27.25
18.50
9.45
6.90
5.25
3.75
27
5.25
13.50
9.45
22.50
60.00
35.38
26.00
18.50
9.00
6.90
5.25
3.75
28
5.25
15.00
11.25
25.38
49.50
37.50
23.50
17.50
9.00
6.90
4.50
3.75
29
5.50
16.50
10.80
28.50
45.00
33.50
22.00
18.50
9.00
6.90
3.75
30
5.85
19.00
11.70
23.50
68.10
36.75
22.00
18.00
9.00
7.60
3.50
31
28.50
18.00
33.50
23.50
9.00
9.00
3.75
----------
--------------
Total
235 45
404 07
403 78
647 68
905 42
1797 83
906 50
609 99
372 30
242 95
181 45
182 10
6889 52 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.85
13.03
13.46
20.89
29.21
59.93
29.24
20.33
12.01
7.84
6.48
5.87
18.88 CMS
Max
15.00
33.50
25.38
41.25
68.10
124.65
40.50
24.75
19.00
9.00
11.25
16.00
124.65 CMS
Min
5.25
5.25
9.45
11.25
11.25
33.50
22.00
16.00
9.00
6.90
4.50
3.50
3.50 CMS
Runoff
20.34
34.91
34.89
55.96
78.23
155.33
78.32
52.70
32.17
20.99
15.68
15.73
595.26 MCM
157.90 CMS. at 442.47 m. (MSL.) at 21.00 Hours , on Sep 11 , 2012
Runoff Yield
11.42
95.523
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak