Basic HTML Version
479
200
250
300
Flow ‐ CMS
Flow of Huai Mae Nam Lo (K.30)
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
0.80
0.65
8.98
38.84
78.49
17.24
19.68
6.78
3.72
2.20
1.90
2.00
2
0.80
0.65
5.24
28.52
60.06
17.24
18.26
6.12
3.72
2.20
1.90
1.80
3
0.80
0.60
2.90
19.68
50.55
16.56
13.92
6.12
3.54
2.10
1.80
1.80
4
0.80
0.70
2.30
15.54
53.85
16.56
13.60
6.12
3.36
2.10
1.70
2.70
5
0.80
0.70
6.34
12.32
47.92
15.54
13.60
5.90
3.18
2.10
1.70
2.10
6
0.90
0.75
5.90
9.76
98.20
35.00
12.64
5.90
3.18
2.10
1.70
1.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.90
0.80
5.24
8.98
80.50
64.92
14.24
5.68
3.00
2.10
1.70
1.70
8
0.90
0.80
4.62
7.88
59.49
96.60
18.96
5.68
3.00
2.10
1.60
1.50
9
0.85
0.85
3.00
7.66
52.75
51.65
69.96
5.46
3.00
2.00
1.60
1.40
10
11.72
0.85
2.70
6.34
58.35
38.84
53.85
5.46
3.00
2.00
1.70
1.30
11
3.72
0.85
2.70
6.34
116.95
36.44
51.10
5.24
3.00
1.90
1.70
1.10
12
2.40
0.85
2.70
5.46
73.80
35.96
44.80
5.46
3.00
1.90
1.60
1.10
13
1.60
0.85
2.50
8.54
56.07
28.10
35.48
5.68
2.90
1.90
1.60
1.10
14
1.30
0.80
2.60
7.22
58.35
32.12
22.58
5.24
2.80
1.90
1.50
1.10
15
1 40
0 75
2 50
6 78
57 21
34 52
15 88
4 62
2 80
1 90
1 50
1 10
.
.
.
.
.
.
.
.
.
.
.
.
16
1.20
0.75
2.90
6.12
56.64
39.32
12.32
4.62
2.70
1.80
1.50
1.60
17
1.10
0.75
22.96
5.90
59.49
36.44
11.72
4.62
2.70
1.80
1.70
1.50
18
2.00
2.50
41.80
8.98
55.50
33.56
11.44
4.62
2.60
1.80
1.80
1.30
19
1.70
1.90
45.84
28.52
63.06
25.24
10.88
4.62
2.50
1.80
1.70
1.20
20
1.30
1.60
44.80
27.26
54.95
21.12
10.32
5.24
2.50
1.80
1.50
1.20
21
1.10
1.50
28.10
18.96
38.84
17.92
9.76
4.62
2.50
1.80
1.50
1.20
22
0.95
1.40
18.26
18.60
35.00
13.28
9.48
4.08
2.50
1.80
1.40
1.10
23
0.90
1.30
12.32
12.00
35.48
13.92
8.76
3.90
2.50
1.80
1.40
1.10
24
0.90
1.20
8.98
13.60
29.36
14.56
8.54
3.72
2.40
1.80
1.40
1.10
25
0.80
1.20
10.04
50.55
24.48
15.20
10.60
4.08
2.40
1.70
1.30
1.10
26
0.80
1.10
12.64
68.04
22.96
17.92
8.54
3.72
2.40
1.70
1.30
1.10
27
0.75
0.95
17.92
107.00
20.40
20.40
7.66
3.72
2.30
1.70
1.30
1.10
28
0.70
0.90
50.00
239.90
19.68
21.84
7.22
3.90
2.30
1.70
1.30
1.10
29
0.70
1.20
35.96
133.90
17.58
26.42
7.22
3.90
2.30
1.70
1.10
30
0.65
2.20
24.48
159.50
16.56
24.48
7.22
3.90
2.20
1.80
1.10
31
2.90
112.70
16.56
7.22
2.20
1.90
1.10
----------
--------------
Total
45 24
34 80
437 22
1201 39
1569 08
878 91
567 45
148 72
86 20
58 90
44 30
42 70
5114 91 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.51
1.12
14.57
38.75
50.62
29.30
18.30
4.96
2.78
1.90
1.58
1.38
14.01 CMS
Max
11.72
2.90
50.00
239.90
116.95
96.60
69.96
6.78
3.72
2.20
1.90
2.70
239.90 CMS
Min
0.65
0.60
2.30
5.46
16.56
13.28
7.22
3.72
2.20
1.70
1.30
1.10
0.60 CMS
Runoff
3.91
3.01
37.78
103.80
135.57
75.94
49.03
12.85
7.45
5.09
3.83
3.69
441.93 MCM
254.80 CMS. at 71.82 m. (MSL.) at 06.00 Hours , on Jul 28, 2012
Runoff Yield
30.07
546.746
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak