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60
70
80
Flow ‐ CMS
Flow of Khlong Tha Prae (X.262)
at Ban Na Kaeo
Water Year 2012
20
30
40
50
0
10
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
2.50
3.56
3.08
4.60
5.45
5.11
10.61
4.28
62.64
7.40
1.50
4.60
2
2.65
3.56
3.00
6.81
5.45
6.30
10.25
4.44
42.41
6.98
1.50
4.44
3
2.75
3.40
2.95
12.86
4.60
5.88
9.62
4.69
31.00
6.47
1.30
4.36
4
3.00
3.24
2.90
8.90
4.60
7.06
8.45
4.86
25.76
5.62
1.30
4.28
5
3.16
3.16
3.00
7.74
4.20
11.06
9.62
4.60
22.52
4.77
1.25
4.20
6
3.32
3.00
3.96
9.80
4.20
22.28
10.16
4.60
18.92
4.60
1.20
4.12
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
3.48
3.00
6.72
20.96
3.80
25.28
9.80
4.44
17.48
4.60
1.20
3.96
8
3.56
2.90
10.97
55.20
3.40
47.16
9.35
4.44
15.74
4.60
1.15
3.72
9
3.64
2.90
8.63
26.60
3.40
46.14
9.44
4.44
12.14
4.60
1.15
3.48
10
3.80
2.80
5.79
11.06
3.40
19.16
9.44
4.36
10.16
4.60
1.15
3.24
11
3.96
2.70
4.60
51.48
2.90
9.44
9.08
4.60
8.54
4.60
1.00
2.95
12
4.04
2.65
4.44
30.38
2.85
12.32
8.81
5.79
6.98
4.60
1.00
2.85
13
4.04
2.65
4.28
14.75
2.85
17.24
8.36
7.40
6.47
4.60
1.00
2.70
14
4.04
2.55
4.20
8.99
2.80
12.23
8.00
8.45
6.22
4.60
1.00
2.60
15
4 12
2 55
4 12
6 72
2 80
14 12
7 66
9 44
5 88
4 60
0 75
2 55
.
.
.
.
.
.
.
.
.
.
.
.
16
4.28
2.75
4.12
6.30
2.75
31.50
7.83
10.16
4.60
4.60
0.50
2.50
17
4.20
3.00
4.04
6.30
2.75
19.64
8.81
10.25
4.60
4.60
0.25
2.45
18
4.44
3.32
3.96
5.45
2.80
11.51
10.07
11.69
7.32
4.60
0.00
2.45
19
4.60
3.80
3.96
5.45
2.90
14.12
7.66
28.64
10.25
4.60
0.00
2.40
20
4.60
3.96
3.88
7.40
3.00
15.65
6.22
11.78
11.78
4.12
0.00
2.35
21
4.36
4.12
3.80
6.30
3.40
17.84
5.88
8.72
15.83
3.16
0.00
2.30
22
4.28
4.28
3.72
5.45
3.80
11.69
5.62
8.54
14.48
2.50
0.00
2.30
23
4.20
4.44
3.72
4.60
4.20
9.17
5.62
9.98
12.95
2.00
0.25
2.30
24
4.12
5.62
3.64
4.60
4.60
16.01
5.54
10.70
12.32
2.00
0.50
2.25
25
4.04
6.81
3.64
19.40
4.69
31.77
5.45
10.07
11.33
2.00
1.30
2.25
26
3.96
5.88
3.40
8.81
5.71
39.95
5.03
9.62
10.70
2.00
1.70
2.25
27
4.12
3.80
3.00
7.91
10.97
67.10
4.69
10.88
10.52
2.00
0.00
2.25
28
4.52
3.56
2.90
7.06
54.60
37.19
4.60
15.47
10.25
2.00
0.00
2.20
29
4.20
3.40
2.75
5.45
34.34
19.40
4.12
27.08
9.08
2.00
2.20
30
3.64
3.24
2.65
4.60
8.90
11.24
3.96
30.87
8.00
2.00
2.20
31
3.16
4.28
5.71
3.80
7.66
2.00
2.20
----------
--------------
Total
115 62
109 76
125 82
386 21
211 82
614 56
233 55
295 28
454 53
123 42
21 95
90 90
2783 42 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.85
3.54
4.19
12.46
6.83
20.49
7.53
9.84
14.66
3.98
0.78
2.93
7.63 CMS
Max
4.60
6.81
10.97
55.20
54.60
67.10
10.61
30.87
62.64
7.40
1.70
4.60
67.10 CMS
Min
2.50
2.55
2.65
4.28
2.75
5.11
3.80
4.28
4.60
2.00
0.00
2.20
0.00 CMS
Runoff
9.99
9.48
10.87
33.37
18.30
53.10
20.18
25.51
39.27
10.66
1.90
7.85
240.49 MCM
80.57 CMS. at 12.11 m. (MSL.) at 07.00 Hours , on Sep 27 , 2012
Runoff Yield
36.66
387.356
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak