605
60
70
80
Flow ‐ CMS
Flow of Phetchaburi River (B.9)
at Ban Sarahed
Water Year 2014
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
29.00
51.00
40.20
10.36
37.80
34.20
35.00
16.60
14.68
11.44
10.00
12.60
2
29.80
51.00
40.60
10.18
37.80
33.00
37.00
16.60
19.60
11.26
10.00
9.28
3
25.15
51.00
40.20
10.00
40.20
35.00
37.00
16.90
20.20
11.44
9.82
9.10
4
37.80
51.00
40.20
10.00
40.60
23.40
40.60
29.80
20.80
11.26
9.82
9.10
5
39.00
51.50
35.80
23.05
40.60
21.40
45.50
33.00
20.80
11.26
9.82
9.10
6
39.00
51.50
34.20
19.60
43.70
19.30
45.05
20.20
20.50
11.44
9.82
9.10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
39.40
53.00
37.40
19.60
44.15
18.70
17.50
18.40
15.56
11.62
9.82
8.92
8
39.80
53.00
35.80
16.90
44.15
19.00
41.00
17.20
15.34
21.40
9.82
9.10
9
39.80
43.25
34.20
22.70
43.25
21.10
22.70
16.90
14.68
21.40
9.82
9.10
10
39.80
41.00
22.00
19.90
42.80
13.20
11.44
18.10
12.20
21.40
10.72
9.46
11
40.20
41.45
13.20
16.90
42.35
22.70
7.52
38.20
12.00
21.40
21.40
14.90
12
48.65
41.45
16.00
15.12
42.35
36.20
5.42
49.55
12.00
21.70
22.00
15.34
13
52.00
41.90
19.60
14.68
42.35
22.35
6.02
60.00
11.80
9.10
22.70
15.56
14
51.50
41.90
19.90
14.68
42.35
21.70
4.20
52.50
11.80
7.69
22.70
15.78
15
42 35
42 80
19 90
14 90
42 35
18 10
4 90
33 40
11 80
7 18
22 70
15 78
.
.
.
.
.
.
.
.
.
.
.
.
16
41.90
42.35
14.68
14.68
42.35
11.62
4.80
32.20
7.86
7.01
17.20
15.78
17
41.90
42.80
13.80
14.68
41.90
10.54
4.60
31.80
6.14
7.86
3.80
20.20
18
41.90
38.60
15.78
25.15
42.80
10.00
5.10
31.40
5.90
10.18
3.06
18.70
19
41.00
37.40
18.10
15.56
41.90
10.00
9.10
31.40
5.90
9.64
2.98
14.24
20
41.00
37.40
20.50
14.90
42.80
19.00
7.52
31.40
7.69
9.28
11.44
10.00
21
49.10
37.40
29.00
14.46
44.15
17.20
14.02
31.00
7.86
3.22
8.74
10.18
22
59.50
37.80
22.70
16.60
42.35
17.50
30.20
31.00
6.84
3.06
8.56
9.82
23
60.50
37.80
13.60
25.85
42.35
22.70
34.20
31.40
4.90
12.20
8.56
9.82
24
62.00
38.20
15.78
26.20
41.90
31.00
34.20
31.80
5.00
12.40
8.74
9.82
25
62.00
38.20
16.60
26.55
41.90
31.00
19.60
29.80
7.86
14.02
8.74
9.82
26
62.00
38.60
11.80
26.55
44.15
30.60
18.40
21.10
7.69
13.40
8.74
9.82
27
61.50
39.00
11.44
26.55
44.15
31.00
11.44
20.50
7.69
13.40
8.74
9.82
28
62.00
40.20
11.44
26.90
42.35
31.40
9.46
20.20
8.03
21.40
8.74
9.64
29
62.00
40.20
13.20
26.90
37.40
30.60
14.68
15.12
7.86
6.26
9.82
30
55.00
40.60
13.00
26.90
35.80
31.40
25.15
14.68
12.60
15.78
9.82
31
40.20
35.80
36.20
17.20
11.44
10.36
9.82
----------
--------------
Total
1396 55
1333 50
690 62
602 80
1291 25
694 91
620 52
842 15
355 02
380 46
319 00
359 34
8886 12 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
46.55
43.02
23.02
19.45
41.65
23.16
20.02
28.07
11.45
12.27
11.39
11.59
24.35 CMS
Max
62.00
53.00
40.60
35.80
44.15
36.20
45.50
60.00
20.80
21.70
22.70
20.20
62.00 CMS
Min
25.15
37.40
11.44
10.00
35.80
10.00
4.20
14.68
4.90
3.06
2.98
8.92
2.98 CMS
Runoff
120.66
115.21
59.67
52.08
111.56
60.04
53.61
72.76
30.67
32.87
27.56
31.05
767.76 MCM
63.50 CMS. at 28.67 m. (MSL.) at 23.00 Hours , on Apr 24 , 2014
Runoff Yield
9.30
24.264
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak