Basic HTML Version
73
200
250
Flow ‐ CMS
Flow of Chi River (E.5)
at Ban Non Puai
Water Year 2014
100
150
0
50
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
0.30
2.10
5.10
3.60
9.00
187.50
38.60
13.80
9.00
6.00
2.70
3.90
2
0.30
2.40
5.40
3.60
7.80
216.00
36.20
13.40
9.00
5.70
1.80
4.50
3
0.00
3.30
5.40
3.60
6.90
225.00
33.80
13.40
9.00
5.70
1.20
3.90
4
0.00
4.20
5.70
3.60
7.20
211.50
34.40
13.00
9.00
6.00
1.20
3.90
5
0.00
5.10
6.00
3.90
11.00
170.00
35.60
13.40
9.00
6.00
0.90
4.20
6
0.00
6.60
6.60
4.50
13.40
134.60
33.20
19.80
8.70
6.00
0.90
4.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.00
10.60
6.60
4.50
19.40
116.20
31.40
32.00
8.70
5.70
0.90
3.90
8
0.00
15.80
6.60
5.10
26.60
85.38
29.00
41.60
8.70
5.40
0.60
3.60
9
0.00
15.00
6.60
4.80
21.00
74.00
26.00
44.00
8.40
5.40
0.60
3.60
10
0.00
14.20
6.90
5.10
22.50
61.00
23.50
44.70
8.40
5.10
0.30
3.30
11
0.00
13.40
6.90
6.30
25.50
56.40
20.60
41.60
8.10
5.10
0.30
2.70
12
0.60
11.80
7.20
7.50
21.00
51.00
19.40
38.60
8.10
5.10
0.60
2.40
13
0.90
10.20
7.80
7.80
23.50
50.30
22.00
32.00
7.80
4.80
0.90
3.30
14
0.90
8.70
8.10
6.30
21.00
48.90
26.60
24.50
7.50
5.10
1.20
3.30
15
1 20
9 40
8 40
12 20
17 80
48 20
22 50
20 60
7 20
5 10
1 20
3 00
.
.
.
.
.
.
.
.
.
.
.
.
16
1.20
10.60
8.40
34.40
17.00
48.90
18.60
17.80
7.20
4.80
1.80
1.50
17
1.20
13.00
7.50
18.20
17.00
49.60
16.60
16.20
6.90
4.50
2.10
2.40
18
1.20
16.20
7.20
15.40
17.40
44.70
15.80
15.40
6.90
4.50
2.40
3.60
19
1.20
15.80
7.20
13.40
18.60
36.80
15.00
14.60
6.60
4.50
2.70
2.70
20
1.50
9.00
6.90
12.20
15.80
32.00
14.60
13.80
6.30
4.50
2.70
2.70
21
1.50
7.50
6.60
12.20
16.20
27.20
14.20
13.00
6.30
4.50
3.00
2.10
22
1.50
6.90
6.60
13.80
18.60
23.00
13.80
12.60
6.30
4.20
3.00
2.10
23
1.80
6.00
6.30
15.80
20.60
21.50
13.80
11.80
6.00
4.20
3.30
1.80
24
2.10
4.80
5.70
17.80
20.60
20.60
14.20
11.40
6.00
3.90
3.30
1.80
25
2.10
3.90
4.50
19.40
19.40
27.20
15.40
11.00
6.00
3.90
3.30
1.80
26
2.10
4.20
3.60
19.00
20.20
52.80
16.20
11.00
6.00
3.60
3.60
2.10
27
2.10
4.20
3.60
16.60
18.20
62.00
15.40
10.60
6.00
3.60
3.60
2.40
28
2.10
3.60
3.60
13.00
23.50
44.00
14.60
10.20
6.30
3.60
3.60
3.00
29
2.40
3.00
3.60
11.00
39.20
37.40
15.00
9.80
6.30
3.30
3.00
30
2.10
2.70
3.90
9.80
84.43
36.20
15.40
9.00
6.00
3.60
3.00
31
3.90
9.00
121.00
14.60
6.00
3.30
2.70
----------
--------------
Total
30 30
248 10
184 50
333 40
741 33
2299 88
676 00
594 60
227 70
146 70
53 70
92 40
5628 61 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.01
8.00
6.15
10.75
23.91
76.66
21.81
19.82
7.35
4.73
1.92
2.98
15.42 CMS
Max
2.40
16.20
8.40
34.40
121.00
225.00
38.60
44.70
9.00
6.00
3.60
4.50
225.00 CMS
Min
0.00
2.10
3.60
3.60
6.90
20.60
13.80
9.00
6.00
3.30
0.30
1.50
0.00 CMS
Runoff
2.62
21.44
15.94
28.81
64.05
198.71
58.41
51.37
19.67
12.68
4.64
7.98
486.31 MCM
226.50
Runoff Yield
3.67
53.839
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 194.79 m. (MSL.), at 08.00 Hours, on Sep 3, 2014
Momentary Peak