Basic HTML Version
63
300
350
400
450
Flow ‐ CMS
Flow of Chi River (E.5)
at Ban Non Puai
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
8.32
8.32
75.20
8.64
56.00
131.08
106.00
18.88
13.12
9.28
10.24
4.80
2
7.68
9.60
76.40
12.16
46.40
111.00
89.60
19.36
12.80
8.96
10.24
4.16
3
7.04
10.24
98.00
13.76
38.56
89.60
77.60
18.88
13.12
8.96
9.92
3.52
4
6.72
10.88
87.20
13.44
33.28
84.80
74.00
17.92
13.44
8.96
9.92
2.88
5
6.40
11.84
64.40
12.48
28.96
112.50
77.60
17.44
13.44
8.64
9.92
2.88
6
6.40
13.76
53.60
12.80
25.12
169.32
81.20
17.44
13.12
8.64
9.28
3.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
6.72
15.68
48.80
12.48
21.76
187.36
87.20
16.96
13.12
8.64
8.64
3.84
8
7.36
17.44
43.20
12.80
19.36
221.80
117.20
16.48
12.48
8.64
8.64
4.16
9
8.32
18.40
44.00
13.12
17.92
284.00
125.84
18.40
11.84
8.64
8.32
4.16
10
9.60
18.88
55.20
13.76
18.40
321.72
122.64
19.84
11.84
8.64
8.32
4.16
11
10.56
17.44
59.60
14.40
31.84
344.32
114.00
19.84
11.52
8.32
7.68
4.16
12
10.56
15.68
38.08
16.00
48.80
347.56
108.90
17.92
10.88
7.68
7.68
4.16
13
9.92
14.72
28.00
20.80
45.60
341.08
81.20
16.96
10.88
7.68
7.36
3.84
14
9.60
14.08
22.72
27.04
38.56
357.40
47.20
15.68
10.88
7.04
6.72
3.84
15
9 60
14 72
17 92
28 00
31 84
386 68
42 40
15 04
10 88
7 04
6 72
3 52
.
.
.
.
.
.
.
.
.
.
.
.
16
8.96
15.04
14.72
29.92
22.72
364.40
38.08
15.04
10.56
7.04
6.08
2.88
17
8.64
15.36
12.48
32.32
18.88
273.20
34.24
14.40
10.56
7.04
6.08
2.24
18
8.32
17.44
10.88
28.96
16.48
184.72
32.80
14.40
10.24
7.04
5.76
1.60
19
8.64
25.12
9.92
21.76
14.72
155.60
29.92
14.40
10.24
7.36
5.76
1.28
20
8.96
25.12
9.28
18.88
13.44
130.72
29.44
14.40
9.92
7.36
5.76
0.96
21
8.64
21.76
8.96
18.40
12.48
173.28
27.04
13.76
9.60
7.36
5.44
1.28
22
8.00
22.24
8.32
17.44
13.12
182.52
26.08
13.76
9.60
7.36
5.44
1.28
23
7.68
20.32
8.00
16.96
13.12
158.00
25.60
14.08
9.60
7.04
5.44
1.60
24
7.04
18.40
7.68
16.96
12.48
131.08
24.16
14.08
9.92
7.04
5.44
1.28
25
6.40
17.92
7.36
16.48
14.08
123.60
23.20
13.76
9.92
7.04
5.44
0.64
26
5.76
17.44
7.04
16.48
27.52
119.44
21.76
14.08
9.92
7.36
5.44
0.00
27
5.76
18.88
11.52
17.44
95.60
116.24
20.80
14.40
9.60
7.36
5.44
0.00
28
5.76
31.36
14.72
18.40
169.76
120.08
19.84
14.40
9.60
8.32
5.12
0.00
29
5.76
37.12
16.00
19.36
137.92
124.88
19.36
13.76
9.60
8.96
0.00
30
5.44
45.60
15.68
25.12
120.72
118.48
18.88
13.44
9.60
10.24
0.00
31
63.20
55.20
132.52
18.88
9.60
10.24
0.00
----------
--------------
Total
234 56
624 00
974 88
601 76
1337 96
5966 46
1762 66
479 20
341 44
249 92
202 24
72 32 12847 40 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.82
20.13
32.50
19.41
43.16
198.88
56.86
15.97
11.01
8.06
7.22
2.33
35.20 CMS
Max
10.56
63.20
98.00
55.20
169.76
386.68
125.84
19.84
13.44
10.24
10.24
4.80
386.68 CMS
Min
5.44
8.32
7.04
8.64
12.48
84.80
18.88
13.44
9.60
7.04
5.12
0.00
0.00 CMS
Runoff
20.27
53.91
84.23
51.99
115.60
515.50
152.29
41.40
29.50
21.59
17.47
6.25
1110.02 MCM
391.20
Runoff Yield
8.37
92.988
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 196.92 m. (MSL), at 15.00 Hours, on Sep 15, 2012
Momentary Peak