Basic HTML Version
75
800
1000
1200
Flow ? CMS
Flow of Chi River (E.32A)
at Ban Nong O
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
2.60
7.30
38.10
26.60
78.00
171.50
487.90
33.90
10.00
5.80
5.20
3.80
2
3.20
8.70
37.80
26.00
233.40
114.50
329.40
32.80
9.80
5.40
5.10
4.10
3
2.70
6.70
84.00
26.60
317.40
100.80
250.80
32.30
9.60
5.40
5.10
4.20
4
2.50
5.10
84.80
23.20
369.40
96.40
324.60
31.50
9.40
5.20
5.20
4.20
5
2.40
4.60
46.20
15.20
385.80
92.00
323.00
29.30
9.20
5.00
5.40
4.20
6
2.20
4.10
25.00
9.10
207.60
107.20
271.20
27.40
9.00
4.90
6.30
4.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.20
7.90
18.00
7.30
95.60
152.00
244.80
26.80
8.80
4.70
5.50
3.70
8
4.70
5.80
13.60
6.10
63.60
229.20
179.50
27.20
8.60
4.70
5.40
3.60
9
4.10
5.10
11.40
5.70
64.00
184.50
139.50
28.20
8.40
4.70
5.40
3.60
10
3.90
4.60
8.70
5.20
132.50
259.20
138.00
27.80
8.20
4.60
5.10
3.70
11
3.50
4.50
6.80
5.70
103.20
401.00
133.00
27.40
8.30
4.60
4.90
4.20
12
3.20
4.60
8.00
7.20
68.80
525.40
113.00
26.80
8.10
4.60
4.90
5.00
13
3.00
4.50
6.20
6.80
54.00
642.10
105.20
25.80
8.00
4.40
4.90
5.50
14
2.90
4.20
5.40
8.40
47.70
974.40
105.20
24.40
7.90
4.50
4.70
4.60
15
3 00
5 90
5 00
9 20
55 80
1098 40
111 20
22 00
7 70
4 40
4 70
4 40
.
.
.
.
.
.
.
.
.
.
.
.
16
2.70
15.80
4.70
21.20
75.20
832.00
119.00
21.40
7.50
4.40
4.60
4.30
17
2.50
9.90
4.50
31.30
80.40
701.40
139.00
21.00
7.20
4.30
4.50
4.40
18
2.10
7.10
5.10
25.80
156.50
611.70
132.00
20.40
6.90
4.30
4.40
5.00
19
1.90
5.80
7.00
26.80
150.00
461.50
116.50
19.60
6.70
4.30
4.30
4.70
20
1.90
7.00
6.30
42.60
234.60
319.00
98.40
18.60
6.60
5.40
4.30
4.60
21
2.20
14.20
6.10
33.00
339.00
244.80
85.20
16.60
6.50
6.20
4.20
4.40
22
2.00
7.80
5.80
52.80
389.40
261.00
75.20
13.60
6.60
7.60
4.20
4.20
23
2.10
5.80
5.20
75.20
403.00
289.70
67.60
13.00
6.50
8.80
4.10
4.10
24
2.50
5.10
5.00
49.20
290.40
322.20
62.40
12.40
6.40
7.30
4.10
3.90
25
3.10
4.80
4.70
34.50
162.50
317.40
57.90
12.00
6.40
6.40
4.10
3.80
26
3.80
4.70
4.60
106.80
121.00
255.00
49.80
11.60
6.30
5.80
4.00
3.60
27
3.00
5.30
5.80
120.00
101.20
214.80
46.80
11.20
6.40
5.70
3.70
3.00
28
2.70
6.00
18.80
80.00
108.80
316.60
44.40
11.00
6.30
5.60
3.40
3.00
29
5.30
33.30
16.60
58.80
168.00
435.10
42.00
10.80
6.20
5.50
3.30
3.10
30
4.90
53.40
12.40
52.20
225.60
525.40
37.50
10.40
6.20
5.40
3.00
31
43.20
36.90
254.40
35.10
6.00
5.20
3.20
----------
--------------
Total
89 80
312 80
511 60
1035 40
5536 80 11256 20
4465 10
647 20
235 70
165 10
135 00
125 10 24515 80 CMSDAY
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.
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.
.
.
.
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.
Mean
3.00
10.10
17.10
33.40
178.60
375.20
144.00
21.60
7.60
5.30
4.70
4.00
67.00 CMS
Max
5.30
53.40
84.80
120.00
403.00
1098.40
487.90
33.90
10.00
8.80
6.30
5.50
1098.40 CMS
Min
1.90
4.10
4.50
5.20
47.70
92.00
35.10
10.40
6.00
4.30
3.30
3.00
1.90 CMS
Runoff
7.76
27.03
44.20
89.46
478.38
972.54
385.78
55.92
20.36
14.26
11.66
10.81
2118.17 MCM
1296.00
Runoff Yield
23.36
452.040
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 210.78 m. (MSL), at 23.00 Hours, on Sep 14, 2011
Momentary Peak