Basic HTML Version
607
120
140
160
180
Flow ‐ CMS
Flow of Phetchaburi River (B.10)
at Ban Tha Yang
Water Year 2014
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
5.42
8.61
8.40
12.28
13.82
12.98
8.00
7.80
5.74
8.40
9.60
10.44
2
5.10
10.32
8.61
9.38
12.28
13.26
8.40
5.82
5.58
8.10
8.83
12.00
3
3.67
8.83
8.20
8.40
10.80
12.98
9.05
4.94
6.22
7.90
8.61
11.64
4
3.48
8.10
8.10
6.14
10.68
12.84
8.61
5.02
6.94
7.80
8.61
11.04
5
4.30
7.80
7.90
5.66
9.96
11.28
8.10
9.27
8.94
7.80
9.16
10.08
6
6.06
7.60
8.50
4.09
9.16
9.38
10.20
19.26
10.20
7.90
9.38
9.49
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
6.54
7.70
10.08
2.70
9.05
8.40
23.00
19.44
9.96
8.20
9.49
8.94
8
6.70
7.50
9.96
2.40
9.38
7.90
42.20
15.44
8.40
8.61
9.84
8.50
9
6.70
7.10
9.05
2.34
9.60
7.60
114.85
12.14
7.60
11.76
10.08
8.50
10
6.54
8.61
9.38
3.30
9.38
8.10
159.00
9.16
7.10
10.20
10.32
8.40
11
6.14
10.56
10.68
6.70
9.16
9.38
113.95
7.80
6.70
9.38
10.56
8.00
12
5.82
11.52
12.42
5.10
8.94
9.60
53.25
10.92
7.90
9.49
11.16
8.83
13
6.86
11.04
12.84
2.82
8.83
14.96
40.70
22.60
8.50
10.32
11.40
9.72
14
8.20
10.44
13.12
3.12
8.94
15.92
36.20
30.00
8.50
8.20
11.64
9.96
15
8 94
9 84
12 42
3 12
9 16
14 24
27 25
30 75
8 61
6 86
11 76
9 49
.
.
.
.
.
.
.
.
.
.
.
.
16
7.34
9.38
8.83
2.64
9.38
15.28
20.00
19.26
8.30
6.30
12.00
9.60
17
6.54
9.16
7.18
2.70
9.49
14.96
16.08
10.68
7.26
6.30
11.40
10.08
18
6.30
8.83
9.84
6.54
9.38
10.32
12.70
6.94
5.82
6.62
6.70
11.76
19
6.14
9.38
9.72
10.80
9.72
9.60
11.40
5.10
5.26
7.50
5.66
12.28
20
5.90
9.84
8.94
12.42
11.04
7.90
9.05
5.58
5.10
8.00
5.10
12.00
21
5.90
9.49
8.30
11.16
12.42
8.00
4.54
5.66
5.90
8.00
5.02
11.16
22
6.22
8.94
7.02
6.78
12.98
8.61
5.42
5.58
6.46
5.82
7.02
10.80
23
7.02
8.30
6.54
6.94
12.56
8.50
10.32
5.42
6.38
4.62
9.38
10.56
24
8.40
8.00
8.10
9.49
12.42
9.60
12.42
5.42
5.58
6.30
10.20
10.32
25
8.72
8.00
10.20
11.88
12.70
11.52
12.70
6.94
5.26
9.27
10.44
10.20
26
8.83
7.80
9.96
12.84
13.12
11.28
11.28
8.72
5.74
10.92
10.56
10.20
27
8.72
8.00
10.80
13.26
13.68
9.84
11.16
7.90
6.14
10.92
10.56
10.80
28
8.72
7.80
12.14
13.68
14.38
9.60
9.27
7.18
6.46
10.80
10.20
11.64
29
8.61
8.40
13.12
13.82
14.38
8.83
7.10
7.10
6.62
12.84
12.00
30
8.10
8.61
12.84
13.40
14.24
8.40
8.00
6.30
6.86
9.27
12.14
31
8.40
12.84
13.26
10.08
7.90
9.60
12.28
----------
--------------
Total
201 93
273 90
293 19
238 74
344 29
321 06
834 28
324 14
217 93
264 00
264 68
322 85
3900 99 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.73
8.84
9.77
7.70
11.11
10.70
26.91
10.80
7.03
8.52
9.45
10.41
10.69 CMS
Max
8.94
11.52
13.12
13.82
14.38
15.92
159.00
30.75
10.20
12.84
12.00
12.28
159.00 CMS
Min
3.48
7.10
6.54
2.34
8.83
7.60
4.54
4.94
5.10
4.62
5.02
8.00
2.34 CMS
Runoff
17.45
23.67
25.33
20.63
29.75
27.74
72.08
28.01
18.83
22.81
22.87
27.89
337.05 MCM
164.50 CMS. at 11.32 m. (MSL.) at 07.00 Hours , on Oct 10 , 2014
Runoff Yield
2.62
40.358
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak