Basic HTML Version
571
100
120
140
Flow ‐ CMS
Flow of Khlong Nak (Z.59)
at Ban Bo Rai
Water Year 2012
40
60
80
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
4.00
6.40
18.90
8.60
21.90
10.20
12.90
11.60
16.40
5.60
5.60
6.40
2
4.00
4.80
15.00
25.20
23.40
9.90
7.00
10.40
12.80
5.60
5.60
5.60
3
4.00
4.00
8.80
23.70
21.60
18.90
5.40
10.40
10.40
5.60
5.60
4.80
4
4.00
3.20
61.00
15.60
13.80
15.60
25.20
9.20
10.40
5.60
5.60
4.00
5
4.80
2.40
22.80
11.70
8.20
11.10
23.70
9.20
10.40
5.60
5.60
4.00
6
10.40
0.80
11.40
13.20
7.40
10.80
24.30
9.20
9.20
5.60
5.60
4.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
12.80
15.90
19.50
10.80
5.40
12.00
10.80
10.40
9.20
5.60
5.60
4.00
8
9.20
53.40
16.80
12.60
6.80
20.40
11.40
10.40
9.20
5.60
5.60
4.00
9
15.20
71.00
19.20
13.20
9.90
12.90
11.70
10.40
8.00
5.60
5.60
4.00
10
12.80
70.50
9.00
17.40
12.60
11.70
7.20
10.40
8.00
6.40
5.60
8.00
11
8.00
71.50
6.40
20.40
11.70
10.80
5.80
9.20
8.00
6.40
5.60
7.20
12
6.40
66.00
10.20
19.50
4.20
13.20
29.06
9.20
8.00
5.60
5.60
5.60
13
8.00
53.81
12.60
26.40
4.40
14.40
75.00
9.20
8.00
5.60
5.60
5.60
14
10.40
18.90
7.00
22.80
3.60
14.10
39.38
9.20
8.00
5.60
5.60
5.60
15
12 80
22 80
11 70
9 90
3 40
26 40
32 36
10 40
8 00
5 60
4 80
6 40
.
.
.
.
.
.
.
.
.
.
.
.
16
11.60
27.00
64.00
7.20
3.80
15.60
30.71
9.20
8.00
5.60
4.80
5.60
17
12.80
51.34
61.50
8.40
5.00
16.20
22.80
16.40
7.20
5.60
4.80
5.60
18
16.40
12.60
29.47
21.00
5.60
24.60
32.36
12.80
7.20
5.60
4.80
6.40
19
9.20
40.20
22.20
15.30
9.00
15.90
16.40
10.40
7.20
5.60
4.80
5.60
20
8.00
46.80
15.00
22.20
9.90
13.80
16.40
11.60
7.20
5.60
4.80
5.60
21
7.20
18.60
14.70
21.00
6.40
5.80
16.40
14.00
6.40
5.60
4.80
4.80
22
7.20
47.62
23.10
11.70
7.60
4.80
15.20
12.80
6.40
5.60
4.80
4.80
23
8.00
30.30
45.98
7.20
9.90
7.60
16.40
14.00
6.40
5.60
4.80
4.80
24
7.20
34.43
63.50
6.80
8.60
6.00
15.20
14.00
6.40
5.60
4.00
4.00
25
6.40
70.50
21.90
20.10
9.60
14.10
14.00
14.00
6.40
6.40
4.00
4.80
26
4.80
28.24
19.20
25.80
37.72
5.00
14.00
14.00
6.40
5.60
4.00
4.80
27
4.00
52.99
20.40
20.70
53.81
11.40
14.00
11.60
6.40
5.60
4.00
4.80
28
3.20
22.80
18.60
32.36
53.40
73.00
16.40
12.80
6.40
5.60
4.00
4.00
29
4.80
31.95
33.19
120.80
33.60
22.50
15.20
20.00
5.60
6.40
4.00
30
5.60
21.00
8.00
108.50
19.50
12.30
15.20
29.00
5.60
6.40
4.00
31
16.50
25.50
15.00
14.00
5.60
6.40
4.00
----------
--------------
Total
243 20
1018 28
711 04
725 56
446 73
461 00
605 87
365 40
248 80
178 40
141 60
157 60
5303 48 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
8.11
32.85
23.70
23.41
14.41
15.37
19.54
12.18
8.03
5.75
5.06
5.08
14.53 CMS
Max
16.40
71.50
64.00
120.80
53.81
73.00
75.00
29.00
16.40
6.40
5.60
8.00
120.80 CMS
Min
3.20
0.80
6.40
6.80
3.40
4.80
5.40
9.20
5.60
5.60
4.00
4.00
0.80 CMS
Runoff
21.01
87.98
61.43
62.69
38.60
39.83
52.35
31.57
21.50
15.41
12.23
13.62
458.22 MCM
135.80
Runoff Yield
72.65
679.000
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 23.13 m. (MSL.), at 21.00 Hours, on Jul 29, 2012
Momentary Peak