Basic HTML Version
61
600
700
800
900
Flow ? CMS
Flow of Chi River (E.9)
at Ban Chot
Water Year 2011
300
400
500
0
100
200
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
1.16
1.16
6.60
4.04
61.00
177.60
784.00
367.28
16.86
4.20
1.00
0.00
2
1.08
1.80
11.12
6.70
58.76
184.00
777.60
355.52
18.44
3.72
0.95
0.00
3
0.95
1.56
24.68
12.38
51.80
186.80
784.00
339.84
19.72
3.08
0.90
0.00
4
1.00
1.40
41.60
15.32
47.60
188.00
758.40
328.32
20.04
2.84
0.90
0.00
5
1.08
1.56
46.60
15.60
53.40
188.40
739.20
319.12
19.24
2.76
0.90
0.00
6
1.16
1.96
60.44
18.76
64.08
188.80
713.60
306.24
16.86
2.76
0.85
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.40
1.80
61.28
21.48
73.32
189.20
700.80
295.20
13.78
3.08
0.85
0.00
8
1.64
2.20
66.04
16.58
78.36
190.40
681.60
262.08
11.96
2.92
0.95
0.00
9
1.48
2.92
78.08
12.94
80.32
193.20
668.80
215.20
11.54
1.88
0.85
0.00
10
1.64
3.08
75.84
10.56
81.72
195.60
656.00
193.20
11.26
1.16
0.75
0.00
11
2.12
3.32
62.40
9.80
84.88
199.60
643.20
182.40
10.42
0.60
0.30
0.00
12
2.12
3.32
46.60
8.20
89.04
205.20
636.80
166.92
9.10
0.00
0.15
0.00
13
2.12
3.24
33.28
5.00
91.28
210.40
617.60
138.84
7.50
0.15
0.05
0.00
14
2.12
3.32
27.52
4.84
91.92
216.00
617.60
126.24
7.30
0.90
0.15
0.40
15
2 20
4 20
24 52
4 12
92 24
226 40
624 00
115 08
7 80
0 80
0 55
0 50
.
.
.
.
.
.
.
.
.
.
.
.
16
2.12
7.90
20.68
3.80
92.24
236.80
624.00
96.40
7.90
1.00
0.15
0.55
17
2.12
11.12
11.68
3.96
91.60
249.20
617.60
71.92
6.10
0.50
0.00
0.60
18
2.12
12.52
7.90
5.10
90.64
260.24
617.60
70.80
5.90
0.60
0.00
0.65
19
2.12
13.78
7.40
8.10
89.68
263.92
611.20
65.48
5.80
1.08
0.00
1.40
20
2.04
14.06
8.40
14.90
89.68
271.28
598.40
53.80
5.40
1.40
0.00
3.88
21
1.80
16.44
8.60
19.40
91.60
280.48
579.20
46.60
5.90
1.72
0.10
3.08
22
1.24
15.60
8.70
23.88
98.32
295.20
553.60
43.80
5.60
1.48
0.25
2.68
23
1.08
10.98
8.40
25.00
104.72
322.80
524.08
42.40
5.10
1.40
0.25
2.28
24
1.00
9.40
8.10
26.08
112.40
363.36
500.56
38.00
5.90
1.40
0.05
1.00
25
1.08
10.56
7.40
30.22
120.84
418.24
480.96
32.56
5.40
1.32
0.20
1.32
26
1.00
12.38
6.00
34.60
137.04
492.72
465.28
29.86
4.44
1.24
0.35
2.28
27
0.90
15.60
6.80
40.80
157.92
572.80
449.60
28.96
4.12
1.24
0.00
1.64
28
0.85
13.92
7.00
45.20
150.72
675.20
437.84
28.42
4.36
1.16
0.20
1.32
29
0.90
9.00
4.12
45.00
158.64
739.20
418.24
26.26
4.52
1.08
1.08
1.16
30
0.85
6.10
3.80
43.20
165.84
771.20
406.48
18.92
4.60
1.08
1.08
31
6.00
51.00
171.20
386.88
4.52
1.08
1.00
----------
--------------
Total
44 49
222 20
791 58
586 56
3022 80
9152 24 18674 72
4405 66
287 38
49 63
12 73
26 82 37276 81 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.48
7.17
26.39
18.92
97.51
305.07
602.41
146.86
9.27
1.60
0.44
0.87
101.85 CMS
Max
2.20
16.44
78.08
51.00
171.20
771.20
784.00
367.28
20.04
4.20
1.08
3.88
784.00 CMS
Min
0.85
1.16
3.80
3.80
47.60
177.60
386.88
18.92
4.12
0.00
0.00
0.00
0.00 CMS
Runoff
3.84
19.20
68.39
50.68
261.17
790.75
1613.50
380.65
24.83
4.29
1.10
2.32
3220.72 MCM
784.00
Runoff Yield
9.36
72.072
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 162.40 m. (MSL), at 01.00 Hours, on Oct 1, 2011
Momentary Peak