Basic HTML Version
67
200
250
300
Flow ‐ CMS
Flow of Chi River (E.9)
at Ban Chot
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
0.95
2.36
15.04
2.04
8.00
73.79
211.10
23.68
12.64
3.32
1.48
0.65
2
1.16
1.72
37.20
2.68
15.28
77.93
216.00
19.36
13.36
3.32
1.40
0.65
3
2.04
1.24
44.90
4.36
26.64
78.62
220.20
22.24
13.36
3.32
1.40
0.60
4
2.04
1.08
59.30
5.20
40.28
80.75
224.70
23.84
13.24
3.32
1.32
0.60
5
1.88
1.16
61.14
5.90
43.14
89.50
236.60
24.22
13.00
3.08
1.32
0.55
6
1.96
1.24
66.20
5.80
34.56
103.75
241.70
23.52
13.00
2.92
1.24
0.48
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.12
1.32
69.42
5.70
21.12
122.11
243.40
23.20
13.36
2.84
1.24
0.46
8
2.04
1.40
71.03
5.60
12.16
138.90
245.10
22.88
13.24
2.76
1.16
0.44
9
1.96
1.48
68.96
4.68
10.12
157.45
245.10
21.60
13.24
2.68
1.16
0.44
10
1.40
2.20
56.78
2.92
9.90
172.20
245.10
19.04
13.36
2.68
1.08
0.42
11
0.44
3.64
42.92
2.36
9.50
178.60
243.40
17.44
11.56
2.60
1.08
0.42
12
0.38
3.96
42.26
2.52
10.12
184.60
241.70
17.12
9.20
2.60
1.00
0.38
13
0.40
4.12
49.08
2.28
12.16
182.20
236.60
17.44
9.30
2.52
1.00
0.34
14
0.42
4.20
51.06
2.36
12.64
176.60
229.80
19.68
8.70
2.52
0.95
0.32
15
0 44
4 28
51 72
4 28
26 42
175 00
216 70
19 36
7 90
2 44
0 95
0 29
.
.
.
.
.
.
.
.
.
.
.
.
16
0.46
4.12
40.94
9.10
37.42
175.80
204.20
19.52
6.90
2.44
0.90
0.27
17
0.48
2.52
22.40
12.64
36.76
177.80
195.00
18.88
6.00
2.36
0.90
0.24
18
0.46
0.70
13.48
16.00
23.04
180.20
184.60
17.44
5.40
2.36
0.85
0.21
19
0.46
0.55
9.70
17.28
14.80
181.40
175.80
15.64
4.44
2.36
0.85
0.19
20
0.44
0.48
7.60
17.76
9.10
183.00
162.70
12.88
4.12
2.36
0.85
0.18
21
0.46
0.46
6.60
16.32
6.60
185.00
147.30
12.40
3.56
2.36
0.85
0.17
22
0.44
0.42
5.90
10.24
4.84
186.60
130.52
10.96
3.56
2.28
0.80
0.15
23
0.46
0.40
4.44
7.80
7.90
187.40
109.35
8.10
3.64
1.96
0.80
0.14
24
1.56
1.96
3.80
7.60
8.60
188.20
94.50
5.70
3.56
1.80
0.80
0.13
25
4.68
11.92
3.80
7.60
8.80
189.00
75.17
4.60
3.40
1.72
0.75
0.11
26
3.88
19.84
4.12
6.90
9.50
190.20
64.36
3.56
3.40
1.72
0.48
0.16
27
3.96
11.68
3.96
4.52
11.80
191.80
58.15
3.48
3.32
1.64
0.27
0.27
28
4.12
6.30
3.64
3.88
14.20
197.00
43.36
3.40
3.32
1.64
0.65
0.32
29
3.80
7.60
3.56
3.72
23.36
202.00
35.88
4.52
3.32
1.56
0.32
30
3.32
7.90
2.44
3.80
51.72
206.00
33.24
8.90
3.32
1.56
0.30
31
8.10
5.90
67.35
32.36
3.32
1.48
0.34
----------
--------------
Total
48 61
120 35
923 39
209 74
627 83
4813 40
5243 69
464 60
243 04
74 52
27 53
10 54 12807 24 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.62
3.88
30.78
6.77
20.25
160.45
169.15
15.49
7.84
2.40
0.98
0.34
35.09 CMS
Max
4.68
19.84
71.03
17.76
67.35
206.00
245.10
24.22
13.36
3.32
1.48
0.65
245.10 CMS
Min
0.38
0.40
2.44
2.04
4.84
73.79
32.36
3.40
3.32
1.48
0.27
0.11
0.11 CMS
Runoff
4.20
10.40
79.78
18.12
54.25
415.88
453.06
40.14
21.00
6.44
2.38
0.91
1106.55 MCM
245.10
Runoff Yield
3.23
22.532
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 161.23 m. (MSL), at 12.00 Hours, on Oct 7, 2012
Momentary Peak