Basic HTML Version
579
60
70
80
90
Flow ‐ CMS
Flow of Phetchaburi River (B.10)
at Ban Tha Yang
Water Year 2012
30
40
50
0
10
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
9.32
8.78
9.60
9.41
8.60
7.88
13.13
4.30
16.90
6.52
10.10
8.44
2
9.90
9.05
9.70
10.74
8.36
8.12
18.16
5.32
14.44
7.72
8.20
8.69
3
9.14
8.96
9.70
11.22
8.44
9.60
38.30
6.84
12.48
7.88
7.32
8.87
4
8.44
8.96
9.90
10.00
16.30
10.98
59.30
6.36
11.10
7.48
7.08
9.05
5
8.36
9.05
10.20
9.60
30.61
11.83
61.70
5.72
9.32
6.92
6.84
9.70
6
8.87
9.32
12.61
9.70
47.90
12.48
60.80
5.48
9.14
6.04
6.76
9.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
9.23
10.10
14.72
9.70
60.50
13.78
64.31
4.76
8.69
5.48
5.72
8.52
8
9.70
11.22
14.86
10.62
62.33
14.58
76.90
4.36
8.28
5.24
5.24
9.80
9
10.10
12.87
14.04
11.83
25.60
15.28
72.35
4.18
7.96
5.24
5.32
11.10
10
10.30
13.78
13.39
12.48
13.00
15.28
61.70
4.24
7.80
4.24
5.88
11.83
11
10.62
14.72
12.87
12.87
11.96
14.30
31.07
4.84
7.64
3.30
6.76
11.96
12
10.00
16.60
11.96
12.87
10.10
13.65
17.52
5.72
6.76
3.20
6.76
11.10
13
9.05
15.14
11.58
11.83
10.20
14.72
14.86
8.12
6.12
3.25
6.52
10.86
14
8.78
11.10
11.46
10.10
11.10
14.86
11.10
10.30
5.72
4.12
6.84
11.70
15
8 78
9 23
10 40
9 80
12 87
15 14
7 88
10 50
5 40
4 76
8 44
11 70
.
.
.
.
.
.
.
.
.
.
.
.
16
8.69
8.78
9.80
9.41
13.78
18.16
5.96
9.05
5.40
4.84
8.96
10.86
17
8.96
8.78
9.50
9.14
14.17
19.82
4.30
7.88
5.40
5.00
8.60
10.30
18
10.00
9.05
9.60
9.14
14.04
19.65
4.00
7.64
5.32
5.80
8.20
10.20
19
11.22
9.90
9.23
9.14
12.87
19.65
3.90
10.86
5.40
6.84
8.04
10.62
20
11.34
10.98
8.96
9.14
12.09
21.30
3.90
16.00
5.32
6.60
7.96
11.34
21
11.58
10.98
8.96
9.05
11.10
24.72
4.36
14.17
5.16
6.04
7.96
10.74
22
12.22
10.86
8.87
8.96
11.70
28.31
5.08
9.70
4.68
6.04
8.12
9.80
23
12.87
10.40
8.60
8.87
11.83
28.31
5.08
7.64
5.00
6.44
8.28
8.44
24
13.78
10.00
8.44
8.78
12.74
25.82
4.42
6.28
7.80
6.44
8.36
8.36
25
11.10
9.80
8.52
8.78
12.87
21.90
4.12
5.96
7.72
6.60
8.60
8.44
26
9.23
9.70
8.60
8.96
12.74
18.64
3.90
9.60
6.04
6.84
8.60
8.44
27
8.44
9.80
8.69
9.32
13.13
15.70
4.06
16.60
5.16
6.76
8.60
8.36
28
8.28
9.50
8.87
12.35
13.13
13.13
4.76
21.50
5.00
6.92
8.52
8.44
29
8.52
9.41
8.96
14.30
10.86
11.83
5.16
18.64
4.92
6.92
9.90
30
8.69
9.50
9.05
11.70
8.52
12.74
4.68
17.68
4.92
9.41
10.86
31
9.70
9.23
7.80
4.36
5.32
12.22
10.50
----------
--------------
Total
295 51
326 02
311 64
319 04
531 24
492 16
681 12
270 24
226 31
191 10
212 58
308 62
4165 58 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.85
10.52
10.39
10.29
17.14
16.41
21.97
9.01
7.30
6.16
7.59
9.96
11.41 CMS
Max
13.78
16.60
14.86
14.30
62.33
28.31
76.90
21.50
16.90
12.22
10.10
11.96
76.90 CMS
Min
8.28
8.78
8.44
8.78
7.80
7.88
3.90
4.18
4.68
3.20
5.24
8.36
3.20 CMS
Runoff
25.53
28.17
26.93
27.57
45.90
42.52
58.85
23.35
19.55
16.51
18.37
26.67
359.91 MCM
78.65 CMS. at 9.79 m. (MSL.) at 15.00 Hours , on Oct 8 , 2012
Runoff Yield
2.80
19.296
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak