Basic HTML Version
15
300
350
400
450
Flow ‐ CMS
Flow of Loei River (Kh.58A)
at Ban Fak Loei
Water Year 2012
150
200
250
0
50
100
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
3.08
6.92
115.60
7.08
17.10
46.60
35.40
5.96
6.92
2.60
2.92
1.16
2
3.08
6.28
60.00
7.24
15.90
48.20
24.00
6.12
10.80
2.60
2.76
1.16
3
3.40
6.12
39.00
8.20
11.70
37.40
20.10
6.28
7.56
2.92
2.76
1.00
4
3.72
8.04
26.70
10.80
9.30
92.00
20.10
6.60
5.48
2.92
2.60
1.48
5
3.88
6.12
29.40
9.30
8.84
126.40
19.80
6.60
5.32
3.08
2.60
1.96
6
4.04
5.80
40.20
11.40
8.68
68.00
30.20
6.44
5.16
2.92
2.44
1.64
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
3.88
10.80
86.00
18.30
8.20
77.50
137.60
6.12
5.00
2.92
2.60
1.32
8
3.88
19.20
109.00
20.10
8.20
183.80
72.00
5.96
5.16
2.92
2.60
1.48
9
3.88
21.30
120.80
41.40
27.00
260.40
55.40
5.96
5.00
2.76
2.60
2.28
10
3.88
25.20
75.00
38.20
118.00
406.00
47.80
5.80
4.68
2.60
2.60
2.92
11
3.88
16.80
48.20
36.60
114.40
277.60
37.40
5.64
4.04
2.60
2.44
2.92
12
3.88
12.00
31.80
32.60
59.00
163.50
26.40
6.12
4.36
2.76
2.44
2.60
13
3.88
9.30
23.10
39.00
35.00
89.50
24.30
6.60
4.20
2.76
2.44
1.80
14
3.88
7.40
21.60
51.40
25.50
74.00
21.00
6.92
3.72
2.76
2.44
1.16
15
3 72
6 28
20 10
41 00
18 90
76 50
17 40
8 04
3 72
2 60
2 28
1 00
.
.
.
.
.
.
.
.
.
.
.
.
16
3.72
6.92
10.80
36.60
15.60
69.00
15.30
6.92
3.56
2.60
1.32
1.16
17
3.88
16.20
8.52
24.60
13.80
55.40
12.30
6.28
3.40
2.44
1.48
1.16
18
4.20
8.04
8.20
17.40
12.30
43.80
11.10
6.12
3.40
2.44
1.64
1.16
19
4.04
7.88
8.52
13.80
10.80
30.60
9.60
5.80
3.24
2.44
2.28
1.16
20
3.88
15.30
12.90
14.70
8.84
33.80
9.30
5.48
3.24
2.44
2.28
1.00
21
3.88
18.90
9.90
12.90
8.36
57.00
9.30
5.32
3.08
2.28
2.28
1.00
22
3.56
19.50
8.52
11.10
7.56
47.00
8.84
5.32
3.08
2.28
2.12
1.16
23
3.56
9.60
7.88
8.52
7.40
38.60
8.04
5.16
2.92
2.28
1.80
1.32
24
3.40
6.44
7.72
8.36
13.20
29.80
7.56
5.48
2.92
2.28
1.48
1.32
25
3.40
6.28
7.56
9.00
18.90
29.80
7.72
5.96
2.76
2.44
1.16
1.16
26
3.40
7.08
7.24
18.90
19.80
35.40
6.92
5.32
2.60
2.44
1.16
1.00
27
6.28
18.30
12.00
37.40
18.00
49.40
6.28
5.32
2.44
2.60
1.16
1.00
28
16.20
38.60
10.80
24.30
30.20
64.00
6.28
5.32
2.76
2.60
1.16
1.16
29
11.70
78.00
8.04
20.10
32.20
45.80
6.44
5.16
2.76
2.60
1.16
30
8.04
93.00
8.04
18.00
43.40
33.40
6.12
5.00
2.92
2.76
1.48
31
170.50
18.30
31.00
5.96
2.60
2.60
1.48
----------
--------------
Total
139 10
688 10
983 14
666 60
777 08
2690 20
725 96
179 12
128 80
81 24
59 84
44 76
7163 94 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.64
22.20
32.77
21.50
25.07
89.67
23.42
5.97
4.15
2.62
2.14
1.44
19.63 CMS
Max
16.20
170.50
120.80
51.40
118.00
406.00
137.60
8.04
10.80
3.08
2.92
2.92
406.00 CMS
Min
3.08
5.80
7.24
7.08
7.40
29.80
5.96
5.00
2.44
2.28
1.16
1.00
1.00 CMS
Runoff
12.02
59.45
84.94
57.59
67.14
232.43
62.72
15.48
11.13
7.02
5.17
3.87
618.96 MCM
430.00 CMS. at 236.72 m. (MSL.) at 13.00 Hours , on Sep 10 , 2012
Runoff Yield
6.35
139.024
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak