Basic HTML Version
475
200
250
Flow ‐ CMS
Flow of Huai Mae Nam Noi (K.22B)
at Ban Sai Yok
Water Year 2012
100
150
0
50
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
0.45
0.30
6.04
35.64
81.94
28.82
22.72
7.52
4.00
1.84
2.86
2.52
2
0.30
0.60
5.41
31.95
67.84
32.40
12.88
7.30
3.80
1.84
2.35
1.84
3
0.30
0.45
4.20
24.01
66.58
30.60
5.20
7.30
3.20
1.67
2.18
1.50
4
0.30
0.60
31.50
20.65
64.10
30.60
12.88
7.30
3.20
1.67
2.01
2.69
5
0.30
0.60
9.50
18.90
63.48
30.15
9.96
6.67
3.20
1.67
1.84
2.18
6
0.75
1.67
6.25
18.20
85.54
33.75
10.42
6.67
3.03
1.67
1.67
1.84
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.05
4.00
4.40
16.90
74.98
43.00
15.10
6.46
3.03
1.50
1.67
1.67
8
0.90
2.01
15.40
15.70
67.20
65.34
19.25
6.25
3.03
1.50
1.67
1.35
9
0.90
1.84
14.80
14.23
61.00
46.65
48.24
6.25
2.86
1.50
1.50
1.35
10
1.50
2.01
17.20
13.69
55.00
37.08
34.68
6.04
2.86
1.50
1.50
1.20
11
1.35
1.67
12.34
13.42
150.80
37.08
21.00
6.04
2.86
1.67
1.50
1.20
12
0.90
1.20
9.06
13.15
93.78
35.16
18.20
5.83
2.69
1.67
1.50
1.05
13
0.75
0.90
9.28
16.90
69.76
35.16
15.70
5.83
2.69
1.67
1.50
1.05
14
0.45
0.75
8.18
15.10
62.86
31.95
13.96
5.62
2.69
1.67
1.50
1.05
15
0 60
0 75
7 09
12 88
56 80
36 60
13 42
5 41
2 69
1 67
1 50
0 90
.
.
.
.
.
.
.
.
.
.
.
.
16
1.50
0.75
10.19
12.07
60.40
33.75
13.15
5.20
2.69
1.67
1.50
0.90
17
1.67
0.60
27.94
12.07
59.80
32.85
12.61
5.20
2.69
1.67
1.35
0.90
18
1.20
5.00
52.72
14.23
56.20
30.15
11.57
5.20
2.69
1.67
2.69
0.90
19
0.90
3.40
46.12
39.00
65.34
27.94
10.88
5.20
2.69
1.67
2.18
0.90
20
0.75
2.35
40.00
26.18
65.34
26.62
10.65
5.20
2.52
1.67
1.67
0.75
21
0.60
1.84
49.30
19.25
53.29
25.74
10.42
5.00
2.52
1.67
1.50
0.75
22
0.45
1.35
36.12
16.30
47.71
25.30
10.19
4.80
2.52
1.67
1.50
0.75
23
0.30
1.20
25.30
14.80
44.00
25.30
9.96
4.80
2.52
1.67
1.50
0.75
24
0.30
1.20
20.30
15.40
48.24
24.44
9.50
4.40
2.52
1.67
1.50
0.60
25
0.30
1.67
19.60
35.16
39.50
23.58
10.42
4.60
2.52
1.67
1.35
0.60
26
0.30
1.20
24.01
68.48
36.12
23.58
9.50
4.60
2.52
1.67
1.35
0.60
27
0.15
2.01
25.30
96.08
33.30
28.82
8.84
4.60
2.35
1.67
1.35
0.60
28
0.15
1.67
35.64
208.60
31.50
27.06
8.62
4.60
2.35
1.67
1.35
0.45
29
0.15
2.35
30.60
114.52
32.40
31.05
8.18
4.20
2.18
1.84
0.45
30
0.45
3.80
26.18
129.40
29.70
28.82
7.96
4.00
2.18
1.84
0.45
31
7.30
107.96
30.15
7.74
2.01
1.84
0.45
----------
--------------
Total
19 97
57 04
629 97
1210 82
1854 65
969 34
433 80
168 09
85 30
51 94
47 54
34 19
5562 65 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.67
1.84
21.00
39.06
59.83
32.31
13.99
5.60
2.75
1.68
1.70
1.10
15.24 CMS
Max
1.67
7.30
52.72
208.60
150.80
65.34
48.24
7.52
4.00
1.84
2.86
2.69
208.60 CMS
Min
0.15
0.30
4.20
12.07
29.70
23.58
5.20
4.00
2.01
1.50
1.35
0.45
0.15 CMS
Runoff
1.73
4.93
54.43
104.62
160.24
83.75
37.48
14.52
7.37
4.49
4.11
2.95
480.61 MCM
250.00 CMS. at 71.80 m. (MSL.) at 06.00 Hours , on Jul 28, 2012
Runoff Yield
49.00
803.859
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak