Basic HTML Version
599
80
100
120
Flow ? CMS
Flow of Phetchaburi River (B.9)
at Ban Sarahed
Water Year 2011
40
60
0
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
6.20
11.40
11.66
24.25
54.50
27.05
93.40
35.20
27.40
39.68
49.20
55.50
2
6.80
12.70
9.48
18.72
92.20
26.00
45.21
35.60
27.05
41.36
49.65
56.00
3
16.80
34.40
7.80
18.08
91.60
26.00
42.20
35.60
20.64
47.85
51.50
56.00
4
7.20
36.80
5.80
17.44
93.40
26.00
41.36
35.20
20.00
48.30
50.55
57.00
5
3.56
20.64
6.20
17.76
107.20
32.10
41.78
35.60
20.00
36.40
51.00
55.50
6
3.56
14.84
6.00
17.76
106.60
82.60
42.20
35.20
19.68
36.00
51.00
49.65
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.56
11.16
5.20
17.12
102.40
39.68
42.63
35.60
19.68
36.40
51.50
49.20
8
5.40
10.92
6.00
17.12
51.00
34.80
50.55
63.00
19.68
36.00
51.50
49.65
9
16.52
11.16
8.20
17.12
46.50
32.10
44.78
69.50
19.04
36.00
51.50
48.75
10
41.36
19.04
8.40
16.80
45.64
31.34
43.06
59.50
19.68
36.40
52.00
49.20
11
40.52
16.24
8.20
16.52
45.64
33.24
43.49
40.10
18.08
37.20
51.50
50.55
12
36.40
16.80
8.40
20.96
42.63
33.62
43.06
38.84
14.00
39.26
52.50
56.00
13
36.80
16.24
9.24
23.20
43.06
32.86
42.20
38.84
13.48
40.10
52.50
58.50
14
36.80
20.64
8.80
22.88
43.49
32.48
42.20
46.95
13.48
40.10
52.50
58.50
15
27 05
20 96
8 80
31 34
44 78
32 10
38 00
49 20
21 28
40 10
52 50
59 00
.
.
.
.
.
.
.
.
.
.
.
.
16
18.72
20.96
9.24
32.10
42.63
32.48
16.52
50.10
19.36
40.10
53.00
59.50
17
12.96
19.68
9.48
32.10
40.94
33.62
11.16
50.10
20.00
40.10
46.07
59.50
18
7.80
14.28
6.20
31.72
37.60
38.42
9.96
52.00
20.00
40.52
43.49
61.00
19
7.20
9.72
8.60
32.10
36.40
38.42
8.20
47.40
19.68
40.94
43.92
59.50
20
7.20
10.44
8.20
27.75
36.00
40.10
7.20
44.78
19.68
41.36
43.92
53.50
21
7.00
8.80
5.40
31.72
36.00
39.68
8.40
40.52
19.68
41.78
43.92
52.50
22
7.00
8.40
7.00
32.10
36.00
40.10
8.20
39.26
21.92
40.94
46.95
52.50
23
9.24
8.40
8.80
24.25
35.60
40.10
7.80
37.60
20.00
36.40
47.40
52.50
24
10.92
8.20
16.52
23.20
35.60
44.35
7.80
38.42
20.64
36.40
46.95
49.20
25
8.60
8.20
26.70
23.55
35.60
33.24
7.60
38.84
20.64
36.40
52.00
53.00
26
28.45
8.40
32.48
23.20
36.00
46.95
6.80
38.42
18.72
36.80
54.50
53.50
27
11.16
11.40
33.24
22.88
36.80
109.00
27.05
36.40
19.04
36.80
55.00
54.00
28
4.64
8.80
33.24
40.52
36.00
109.60
35.20
34.40
18.72
36.80
55.50
53.50
29
7.00
8.60
32.86
40.52
32.48
109.60
35.60
25.65
18.08
37.20
55.50
55.00
30
9.24
9.00
33.24
42.63
31.34
105.40
36.40
27.40
18.72
37.60
54.50
31
10.92
42.63
31.34
36.00
18.72
38.00
55.00
----------
--------------
Total
445 66
448 14
389 38
800 04
1586 97
1383 03
966 01
1255 22
606 77
1209 29
1459 02
1687 20 12236 73 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
14.86
14.46
12.98
25.81
51.19
46.10
31.16
41.84
19.57
39.01
50.31
54.43
33.43 CMS
Max
41.36
36.80
33.24
42.63
107.20
109.60
93.40
69.50
27.40
48.30
55.50
61.00
109.60 CMS
Min
3.56
8.20
5.20
16.52
31.34
26.00
6.80
25.65
13.48
36.00
43.49
48.75
3.56 CMS
Runoff
38.51
38.72
33.64
69.12
137.11
119.49
83.46
108.45
52.43
104.48
126.06
145.77
1057.25 MCM
110.02 CMS. at 29.17 m. (MSL.) at 18.00 Hours , on Sep 28 , 2011
Runoff Yield
12.78
42.041
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak