Basic HTML Version
491
120
140
160
180
Flow ? CMS
Flow of Huai Mae Nam Noi (K.22B)
at Ban Sai Yok
Water Year 2011
60
80
100
0
20
40
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
1.84
1.73
2.06
10.56
156.55
15.42
14.70
6.00
3.01
1.51
1.22
1.13
2
1.73
1.40
1.84
11.73
95.94
17.22
17.58
5.60
3.01
1.51
1.22
1.04
3
1.73
1.22
1.73
10.56
65.65
16.86
14.70
5.40
2.84
1.51
1.62
1.04
4
1.73
1.04
1.62
10.00
47.70
16.50
15.42
5.20
2.84
1.51
1.51
0.95
5
1.40
0.95
6.44
9.44
36.50
15.42
13.38
5.00
2.67
1.51
2.17
0.95
6
1.31
0.95
5.20
8.12
29.65
14.70
15.06
4.80
2.67
1.51
1.62
0.86
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.22
1.13
3.86
7.40
26.50
15.06
14.37
4.60
2.50
1.51
1.31
0.86
8
1.13
1.13
2.84
6.92
27.40
16.14
37.50
4.40
2.50
1.51
1.31
0.86
9
1.22
2.50
2.39
6.20
26.08
21.10
23.98
4.40
2.39
1.51
1.31
0.86
10
1.22
11.40
2.50
6.20
27.85
19.50
19.50
4.20
2.39
1.51
1.22
0.86
11
1.04
6.00
3.35
6.00
26.50
22.72
17.22
4.03
2.28
1.51
1.22
0.86
12
0.95
4.03
6.00
5.80
24.82
24.82
15.42
4.03
2.28
1.51
1.22
0.86
13
0.95
2.67
6.92
6.00
23.14
24.82
14.37
3.86
2.17
1.51
1.13
1.04
14
0.86
3.35
6.00
6.20
21.90
23.56
14.04
3.86
2.17
1.40
1.13
0.95
15
0 95
5 00
7 64
6 44
19 50
24 40
13 05
3 69
2 06
1 40
1 13
0 95
.
.
.
.
.
.
.
.
.
.
.
.
16
1.22
4.20
17.94
6.20
18.70
21.90
12.39
3.52
2.06
1.40
1.13
0.86
17
0.95
2.67
33.00
8.12
25.66
19.90
12.72
3.35
2.06
1.40
1.40
0.86
18
0.86
2.28
28.30
8.36
22.72
19.90
12.06
3.18
1.95
1.31
1.40
0.77
19
0.77
2.17
20.30
10.00
23.14
19.10
11.40
3.18
1.95
1.31
3.52
0.77
20
0.77
2.84
16.50
19.90
22.30
18.30
10.84
3.01
1.95
1.31
2.06
0.77
21
0.68
2.28
16.86
51.90
22.72
23.14
10.56
3.86
1.84
1.40
1.51
0.68
22
0.77
2.17
16.86
61.75
19.50
20.70
10.28
3.86
1.84
1.31
1.40
0.68
23
0.77
2.06
14.04
34.50
18.30
25.24
9.44
3.69
1.84
1.31
1.31
0.68
24
1.84
2.17
12.39
24.82
17.22
22.72
8.36
3.69
1.73
1.31
1.22
0.59
25
1.62
2.39
10.56
19.50
15.78
19.90
7.64
3.52
1.73
1.22
1.22
0.59
26
1.31
2.28
10.00
16.86
14.70
18.70
7.40
3.52
1.62
1.22
1.22
0.86
27
1.13
2.06
21.90
15.42
17.58
17.22
6.92
3.35
1.62
1.22
1.22
1.73
28
1.40
2.50
20.70
14.04
17.94
16.14
6.68
3.35
1.51
1.22
1.22
1.62
29
1.22
2.17
14.70
13.05
17.22
15.06
6.44
3.18
1.51
1.22
1.13
1.22
30
1.73
2.06
12.06
12.39
17.22
15.42
6.20
3.18
1.51
1.22
0.95
31
2.06
42.10
16.50
6.20
1.51
1.31
0.86
----------
--------------
Total
36 32
82 86
326 50
476 48
962 88
581 58
405 82
120 51
66 01
43 12
41 30
28 56
3171 94 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.21
2.67
10.88
15.37
31.06
19.39
13.09
4.02
2.13
1.39
1.42
0.92
8.67 CMS
Max
1.84
11.40
33.00
61.75
156.55
25.24
37.50
6.00
3.01
1.51
3.52
1.73
156.55 CMS
Min
0.68
0.95
1.62
5.80
14.70
14.70
6.20
3.01
1.51
1.22
1.13
0.59
0.59 CMS
Runoff
3.14
7.16
28.21
41.17
83.19
50.25
35.06
10.41
5.70
3.73
3.57
2.47
274.06 MCM
1248.82 CMS. at 71.08 m. (MSL.) at 06.00 Hours , on Aug 1 , 2011
Runoff Yield
27.87
4015.498
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak