Basic HTML Version
77
200
250
300
Flow ‐ CMS
Flow of Chi River (E.23)
at Ban Khai
Water Year 2012
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
0.00
0.00
50.60
2.11
40.52
65.30
102.00
21.32
13.16
4.40
0.00
1.06
2
0.00
0.00
51.80
1.30
35.00
64.40
96.40
21.32
12.44
4.40
0.00
1.57
3
0.00
0.00
54.20
1.00
25.64
60.50
89.00
20.36
12.44
4.04
0.04
1.48
4
0.00
0.00
54.80
0.76
16.76
60.20
80.90
19.16
12.68
3.50
0.12
1.39
5
0.00
0.00
44.84
0.60
11.72
64.70
73.10
17.72
11.96
3.50
0.18
1.24
6
0.00
0.00
36.92
0.70
8.81
76.10
68.00
16.52
11.24
3.37
0.20
1.06
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.00
0.00
33.56
0.76
6.38
84.50
65.60
15.80
10.60
3.24
0.18
0.65
8
0.00
0.00
30.92
0.70
5.66
88.10
66.20
15.56
10.80
2.98
0.18
0.35
9
0.00
0.00
27.80
0.65
5.84
93.60
71.30
16.04
10.80
3.11
0.16
0.25
10
0.00
0.00
34.28
0.70
5.84
99.20
72.80
17.00
11.00
3.11
0.14
0.25
11
0.00
0.55
41.24
1.00
10.60
106.00
77.30
16.76
10.40
2.85
0.10
0.25
12
0.00
1.84
38.60
2.46
27.56
112.40
80.90
16.76
9.60
2.72
0.18
0.20
13
0.00
1.66
29.96
6.92
34.04
120.50
80.30
17.72
8.81
2.59
0.35
0.12
14
0.00
0.94
21.80
9.60
27.32
129.50
76.70
17.00
8.43
2.46
0.45
0.04
15
0 00
0 12
16 76
11 24
17 96
147 20
71 90
16 04
8 24
2 11
0 45
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
0.00
13.64
10.20
13.88
171.80
67.10
15.32
8.24
1.93
0.40
0.00
17
0.00
0.02
10.60
13.40
10.80
208.70
61.70
14.36
7.86
1.93
0.35
0.00
18
0.00
0.14
9.00
15.32
8.43
246.80
55.10
14.12
7.29
1.84
0.30
0.02
19
0.00
3.37
8.62
11.24
6.92
238.30
47.00
13.64
6.92
1.57
0.25
1.57
20
0.00
12.92
8.24
8.43
5.66
202.10
42.20
12.92
6.92
1.39
0.20
1.06
21
0.00
17.00
8.05
6.92
4.94
161.30
38.12
12.44
6.74
1.24
0.18
0.70
22
0.00
13.40
7.10
6.56
5.48
143.30
34.76
11.96
6.02
1.00
0.16
0.65
23
0.00
9.40
6.56
6.20
5.84
136.00
32.12
11.48
5.12
0.88
0.12
0.60
24
0.00
3.86
6.38
7.48
4.22
128.50
29.96
11.00
4.76
0.82
0.08
0.65
25
0.00
2.20
5.66
8.24
4.04
123.50
28.04
10.20
4.94
0.65
0.06
0.65
26
0.00
2.11
5.12
6.20
14.84
118.40
26.12
9.80
4.94
0.40
0.02
0.65
27
0.00
3.68
3.37
5.66
29.48
114.00
24.92
10.00
4.40
0.18
0.00
0.70
28
0.00
7.48
1.75
5.66
54.80
110.80
23.48
10.40
4.22
0.12
0.12
1.57
29
0.00
9.40
2.33
6.56
64.70
108.00
22.52
13.64
4.40
0.10
1.93
30
0.00
9.60
2.33
8.05
60.20
106.40
21.56
14.36
4.76
0.02
1.39
31
14.60
24.92
61.10
21.08
4.58
0.00
0.30
----------
--------------
Total
0 00
114 29
666 83
191 54
634 98
3690 10
1748 18
450 72
254 71
62 45
4 97
22 35
7841 12 CMSDAY
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.
.
.
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.
.
.
.
.
.
.
.
.
Mean
0.00
3.69
22.23
6.18
20.48
123.00
56.39
15.02
8.22
2.01
0.18
0.72
21.48 CMS
Max
0.00
17.00
54.80
24.92
64.70
246.80
102.00
21.32
13.16
4.40
0.45
1.93
246.80 CMS
Min
0.00
0.00
1.75
0.60
4.04
60.20
21.08
9.80
4.22
0.00
0.00
0.00
0.00 CMS
Runoff
0.00
9.88
57.61
16.55
54.86
318.83
151.04
38.94
22.01
5.40
0.43
1.93
677.47 MCM
251.60
Runoff Yield
3.42
40.051
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 184.92 m. (MSL), at 13.00 Hours, on Sep 18, 2012
Momentary Peak