Basic HTML Version
71
800
1000
1200
Flow ? CMS
Flow of Chi River (E.23)
at Ban Khai
Water Year 2011
400
600
0
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
1.60
3.20
41.60
9.80
49.00
192.00
336.00
82.40
12.80
5.60
5.50
0.90
2
1.30
6.00
44.80
10.80
47.40
197.60
360.00
72.80
12.20
5.60
5.30
0.60
3
1.00
12.20
42.90
12.20
76.80
197.60
462.40
61.80
11.20
5.40
4.90
0.50
4
0.80
8.00
65.60
11.00
99.20
192.00
462.40
49.30
10.80
5.30
4.40
0.30
5
0.60
4.10
85.60
10.60
107.50
185.60
504.00
43.20
10.40
5.10
4.00
0.30
6
0.40
4.60
87.60
7.80
113.60
177.60
504.00
38.70
9.80
5.00
3.90
0.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.30
4.30
65.60
6.30
124.40
172.00
504.00
32.60
9.20
5.10
3.60
2.10
8
2.30
5.40
41.60
6.00
119.60
169.60
504.00
30.30
9.40
5.00
3.00
2.00
9
3.10
6.60
25.30
5.30
108.00
172.80
483.20
29.20
9.00
4.80
2.90
1.90
10
3.20
5.80
16.60
4.90
101.50
176.80
392.00
29.80
8.80
4.60
2.80
1.70
11
3.30
5.30
13.40
4.40
99.60
183.20
328.00
30.00
8.60
4.50
2.80
1.70
12
3.30
5.10
12.00
3.80
100.50
192.00
294.40
28.10
8.40
4.50
2.80
1.70
13
3.30
5.10
11.60
4.20
97.20
199.20
276.00
19.10
7.80
4.50
2.80
1.90
14
3.20
4.90
11.00
5.30
90.40
213.60
257.20
18.30
7.60
4.50
2.80
2.60
15
3 20
5 10
10 80
6 10
80 40
237 40
243 00
19 10
7 50
4 50
2 70
2 70
.
.
.
.
.
.
.
.
.
.
.
.
16
3.20
5.80
10.00
6.90
72.80
259.00
230.40
23.90
7.40
4.40
2.70
3.30
17
3.00
9.40
9.40
10.80
76.80
291.20
223.40
20.80
7.20
4.10
2.70
3.70
18
3.00
11.60
8.80
14.20
79.20
400.00
219.60
19.70
7.10
3.80
2.60
3.20
19
2.80
8.00
8.20
16.00
89.60
960.00
217.20
18.60
6.90
3.80
2.60
2.50
20
2.70
6.90
7.80
16.00
100.00
960.00
214.80
17.40
6.30
4.10
2.60
2.00
21
2.60
6.70
7.50
19.70
113.60
924.80
210.00
16.00
6.10
4.10
2.60
2.10
22
2.50
8.60
7.30
24.20
137.00
819.20
204.00
14.80
5.90
4.90
2.60
2.40
23
2.30
8.80
6.90
25.80
152.00
643.20
195.20
14.80
5.90
6.30
2.50
2.30
24
2.20
6.50
6.30
43.50
164.80
524.80
185.60
14.40
5.80
8.60
2.40
2.30
25
2.00
5.70
5.80
56.60
176.80
441.60
176.80
14.20
5.70
8.00
2.30
2.10
26
1.90
5.50
5.40
48.30
187.20
392.00
165.60
13.80
5.70
7.20
1.50
2.00
27
1.60
5.40
4.80
51.80
194.40
376.00
154.40
14.00
5.70
7.30
1.10
1.90
28
1.30
5.60
5.00
73.60
194.40
368.00
143.60
14.00
5.50
6.60
0.80
1.80
29
1.00
6.40
6.80
75.20
189.60
336.00
131.60
13.80
5.40
6.20
1.00
1.60
30
1.10
12.60
10.40
66.40
186.40
328.00
107.00
13.20
5.50
5.80
1.40
31
32.00
56.00
187.20
92.40
5.50
5.70
1.20
----------
--------------
Total
64 10
231 20
686 40
713 50
3716 90 10882 80
8782 20
828 10
241 10
164 90
84 20
57 30 26452 70 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.10
7.50
22.90
23.00
119.90
362.80
283.30
27.60
7.80
5.30
2.90
1.80
72.30 CMS
Max
3.30
32.00
87.60
75.20
194.40
960.00
504.00
82.40
12.80
8.60
5.50
3.70
960.00 CMS
Min
0.30
3.20
4.80
3.80
47.40
169.60
92.40
13.20
5.40
3.80
0.80
0.30
0.30 CMS
Runoff
5.54
19.98
59.30
61.65
321.14
940.27
758.78
71.55
20.83
14.25
7.27
4.95
2285.51 MCM
1008.04
Runoff Yield
11.51
160.465
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 185.41 m. (MSL), at 17.00 Hours, on Sep 19, 2011
Momentary Peak