Basic HTML Version
105
50
60
70
Flow ‐ CMS
Flow of Chi River (E.84)
at Ban Nang Dad Khok
Water Year 2012
20
30
40
0
10
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
1.60
2.64
1.80
4.40
10.56
5.12
2.64
2.28
1.76
1.76
1.48
2
1.56
1.60
2.40
1.80
3.44
8.80
5.36
2.64
2.28
1.76
1.72
1.48
3
1.56
1.72
2.08
1.80
3.04
44.00
8.64
2.64
2.28
1.76
1.68
1.44
4
1.56
1.88
1.92
1.80
2.84
34.40
13.21
2.60
2.28
1.72
1.64
1.44
5
1.52
1.92
1.92
1.80
2.44
40.80
7.60
2.60
2.28
1.72
1.64
1.44
6
1.52
1.88
2.08
1.92
2.24
28.00
11.28
2.60
2.24
1.72
1.64
1.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.48
1.92
5.76
2.24
2.20
38.25
11.28
2.60
2.20
1.72
1.60
1.40
8
1.48
1.92
9.44
2.16
2.20
59.00
8.00
2.60
2.16
1.72
1.60
1.40
9
1.48
1.92
9.20
2.04
8.64
52.40
7.20
2.60
2.16
1.72
1.60
1.36
10
1.48
1.96
4.16
1.96
23.00
35.50
9.28
2.64
2.16
1.68
1.56
1.36
11
1.60
2.40
2.96
2.28
19.81
25.20
7.92
2.80
2.12
1.68
1.56
1.36
12
1.60
2.88
2.32
9.60
10.16
21.57
6.32
2.72
2.12
1.72
1.56
1.32
13
1.56
6.00
2.24
7.92
6.48
44.40
5.28
2.64
2.08
1.72
1.56
1.32
14
1.72
9.20
2.08
7.12
5.04
31.20
4.96
2.56
2.04
1.68
1.52
1.32
15
1 68
8 64
1 96
6 64
4 48
16 18
4 72
2 48
2 00
1 68
1 52
1 32
.
.
.
.
.
.
.
.
.
.
.
.
16
1.64
7.76
1.92
5.52
3.76
11.60
4.32
2.40
1.96
1.68
1.52
1.28
17
1.64
6.64
1.96
3.08
3.20
9.84
3.96
2.36
1.92
1.68
1.52
1.52
18
1.60
5.52
1.92
2.56
3.08
8.40
3.76
2.36
1.92
1.68
1.52
1.48
19
1.60
4.32
1.88
3.16
2.96
7.36
3.64
2.32
1.92
1.68
1.52
1.44
20
1.60
3.48
1.88
3.08
2.84
7.12
3.60
2.32
1.88
1.68
1.52
1.40
21
1.60
3.04
1.88
2.68
2.72
6.96
3.36
2.28
1.84
1.64
1.52
1.36
22
1.60
2.48
1.88
2.40
2.56
6.48
3.16
2.28
1.84
1.64
1.52
1.36
23
1.60
1.96
1.88
2.24
2.72
5.92
3.00
2.24
1.84
1.64
1.52
1.32
24
1.60
1.88
1.88
2.20
11.76
6.24
2.76
2.24
1.80
1.60
1.52
1.32
25
1.60
1.88
1.88
2.24
8.96
5.44
2.72
2.24
1.80
1.60
1.52
1.28
26
1.60
1.88
1.88
2.48
40.80
5.36
2.72
2.24
1.80
1.60
1.52
1.24
27
1.64
2.08
1.88
2.64
28.20
13.10
2.72
2.24
1.76
1.68
1.48
1.16
28
1.56
2.56
1.80
2.48
10.00
8.88
2.72
2.28
1.76
1.88
1.48
1.16
29
1.52
2.76
1.76
12.11
20.69
6.88
2.68
2.24
1.76
2.04
1.12
30
1.52
3.56
1.72
15.19
42.80
5.68
2.68
2.24
1.72
1.96
1.12
31
3.36
6.80
15.41
2.68
1.72
1.88
1.08
----------
--------------
Total
47 32
102 60
81 16
123 74
302 87
605 52
166 65
73 64
61 92
53 32
43 84
41 48
1704 06 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.58
3.31
2.71
3.99
9.77
20.18
5.38
2.45
2.00
1.72
1.57
1.34
4.67 CMS
Max
1.72
9.20
9.44
15.19
42.80
59.00
13.21
2.80
2.28
2.04
1.76
1.52
59.00 CMS
Min
1.48
1.60
1.72
1.80
2.20
5.36
2.68
2.24
1.72
1.60
1.48
1.08
1.08 CMS
Runoff
4.09
8.87
7.01
10.69
26.17
52.32
14.40
6.36
5.35
4.61
3.79
3.58
147.23 MCM
65.00
Runoff Yield
9.19
127.953
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 243.35 m. (MSL), at 17.00 Hours, on Sep 8, 2012
Momentary Peak