Basic HTML Version
81
300
350
400
450
Flow ‐ CMS
Flow of Chi River (E.32A)
at Ban Nong O
Water Year 2012
150
200
250
0
50
100
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
4.50
4.80
34.40
7.56
51.92
85.28
53.12
16.96
8.04
4.20
5.40
0.20
2
4.30
4.70
40.88
7.32
36.56
73.08
45.44
16.32
7.68
4.40
5.30
0.00
3
4.20
4.60
28.88
7.20
26.00
81.48
42.80
15.68
7.56
4.60
5.20
0.40
4
4.10
4.70
15.36
6.96
20.96
121.96
53.36
14.88
7.32
4.80
5.10
0.75
5
4.00
5.00
17.44
6.96
18.08
162.40
63.56
14.40
7.20
5.00
5.00
0.80
6
4.50
5.40
19.36
6.84
16.16
194.24
63.56
14.72
7.44
5.30
4.90
0.75
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
5.70
7.68
19.68
6.96
14.88
201.56
91.04
14.56
7.44
5.60
4.80
0.50
8
7.08
10.20
22.88
6.72
14.08
289.12
82.60
14.72
7.56
5.80
4.70
0.50
9
8.64
10.56
28.16
6.48
14.88
358.40
84.32
13.92
7.08
5.70
4.60
0.75
10
8.64
10.20
18.24
8.16
17.60
385.20
106.12
13.60
6.72
5.60
4.50
0.55
11
7.32
9.48
13.12
10.20
17.60
343.20
92.32
13.92
6.60
5.40
4.40
0.45
12
6.00
9.36
11.52
16.00
17.60
251.76
71.96
14.08
6.36
5.20
4.30
0.45
13
5.80
8.52
10.20
20.48
17.60
215.08
56.00
12.96
6.36
5.00
4.20
0.20
14
5.40
7.32
9.84
21.68
17.76
284.64
49.28
10.80
6.36
4.80
4.10
0.10
15
5 10
6 48
9 60
24 56
19 36
273 80
44 96
9 72
6 24
4 60
4 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
5.20
6.00
8.76
19.36
17.12
199.52
38.96
9.24
6.24
4.40
4.00
0.30
17
5.80
8.16
7.68
14.56
15.20
126.64
35.60
9.00
6.12
4.10
3.90
0.25
18
6.00
17.12
7.20
12.32
13.60
91.04
32.48
8.76
6.00
4.00
3.80
0.95
19
5.00
29.60
6.84
12.96
12.16
78.68
29.60
8.76
6.00
3.90
3.70
5.10
20
4.60
23.36
6.60
13.28
12.16
77.56
27.20
8.52
6.12
3.60
3.70
4.70
21
4.30
12.64
6.36
15.04
14.40
78.68
25.28
8.40
5.60
3.40
3.60
4.70
22
4.00
10.56
6.12
18.88
12.64
75.04
23.60
8.28
4.60
3.30
3.50
4.30
23
3.80
9.12
5.90
13.12
10.80
63.84
21.92
8.40
4.40
3.30
3.40
4.30
24
3.90
7.68
5.90
11.40
11.28
58.80
20.24
8.28
4.30
3.40
3.40
4.10
25
4.00
7.20
5.70
11.04
41.60
66.64
19.36
8.64
4.30
3.40
3.30
4.00
26
4.00
6.96
6.00
12.48
83.16
74.48
18.72
8.64
4.30
3.50
3.20
3.80
27
4.10
6.84
8.88
13.60
185.60
80.92
18.08
9.60
4.40
3.70
3.10
3.40
28
4.30
8.52
12.16
13.60
143.60
86.24
17.92
8.40
4.30
4.20
3.00
3.00
29
4.60
22.88
11.40
17.60
107.56
74.76
16.96
8.40
4.30
4.60
2.40
30
4.90
29.84
9.96
98.72
126.64
61.88
16.96
8.04
4.20
5.00
1.60
31
38.00
72.24
106.12
16.96
4.20
5.30
1.70
----------
--------------
Total
153 78
353 48
415 02
534 28
1234 68
4615 92
1380 28
340 60
185 34
139 10
116 10
55 00
9523 58 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.13
11.40
13.83
17.23
39.83
153.86
44.53
11.35
5.98
4.49
4.15
1.77
26.09 CMS
Max
8.64
38.00
40.88
98.72
185.60
385.20
106.12
16.96
8.04
5.80
5.40
5.10
385.20 CMS
Min
3.80
4.60
5.70
6.48
10.80
58.80
16.96
8.04
4.20
3.30
3.00
0.00
0.00 CMS
Runoff
13.29
30.54
35.86
46.16
106.68
398.82
119.26
29.43
16.01
12.02
10.03
4.75
822.84 MCM
391.20
Runoff Yield
9.10
136.449
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 208.46 m. (MSL), at 06.00 Hours, on Sep 10, 2012
Momentary Peak