Basic HTML Version
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60
70
80
Flow ‐ CMS
Flow of Loei River (Kh.61)
at Ban Keng Bong
Water Year 2014
20
30
40
50
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
1.15
3.10
8.71
8.71
7.67
17.48
31.12
5.30
3.10
2.20
1.80
1.80
2
1.70
3.40
11.57
7.15
6.89
13.32
30.24
4.90
3.00
2.10
1.80
1.80
3
1.05
5.80
11.70
8.84
8.84
17.48
16.68
4.70
3.00
2.10
1.80
1.70
4
1.45
6.10
4.80
8.06
7.54
15.08
12.22
4.50
3.00
2.10
1.70
1.70
5
2.00
3.20
6.00
4.80
8.45
11.57
11.05
4.20
2.90
2.10
1.70
1.60
6
1.90
2.20
4.50
4.00
10.01
17.48
10.66
6.40
3.00
2.00
1.70
1.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
2.80
3.60
3.00
3.50
16.84
20.68
10.27
8.06
2.90
2.00
1.70
1.50
8
2.50
5.90
2.90
3.10
19.24
15.72
9.75
6.40
2.90
2.00
1.60
1.45
9
2.20
2.50
6.00
3.20
20.36
13.96
8.06
13.32
2.80
1.90
1.70
1.45
10
1.90
2.40
11.70
4.10
39.20
14.76
7.15
12.09
2.80
2.00
1.70
1.40
11
1.90
2.80
6.50
9.36
21.66
13.32
7.02
7.41
2.80
2.10
1.70
1.50
12
1.80
2.10
6.30
9.10
14.12
11.44
6.63
5.80
2.40
2.20
1.60
1.50
13
1.80
2.00
7.15
7.02
11.57
11.83
6.30
5.10
1.50
2.30
1.60
1.90
14
1.70
2.20
5.00
15.40
22.32
12.74
5.90
5.00
1.40
2.40
1.60
1.90
15
1 70
3 20
5 80
10 79
16 20
12 22
5 70
4 80
1 35
2 40
1 60
1 80
.
.
.
.
.
.
.
.
.
.
.
.
16
1.80
4.10
7.28
12.61
20.04
10.79
5.60
4.60
1.25
2.30
1.60
1.70
17
1.80
2.90
15.88
7.54
32.72
9.88
5.50
4.50
1.25
2.20
1.60
1.70
18
1.80
7.28
9.23
30.68
15.40
8.84
5.40
4.30
1.25
2.20
2.00
1.60
19
2.10
6.00
6.40
28.70
12.22
10.66
5.30
4.10
1.20
2.10
2.40
1.60
20
2.00
4.80
5.60
23.42
10.40
11.31
5.00
4.00
1.20
2.00
2.90
1.50
21
2.10
3.40
5.30
17.96
12.48
8.97
4.90
3.90
1.20
1.90
3.90
1.45
22
1.80
2.40
4.70
15.24
14.76
9.36
4.80
3.80
1.15
1.90
3.10
1.45
23
1.60
2.00
3.90
11.18
10.66
8.06
4.70
3.70
1.05
1.90
2.60
1.60
24
2.50
1.90
3.70
10.92
9.10
72.80
4.80
3.60
1.10
1.80
2.40
1.60
25
4.10
2.10
3.40
10.01
10.14
63.80
5.10
3.50
1.35
1.90
2.10
1.50
26
6.00
2.30
3.10
10.79
15.56
32.00
5.30
3.40
1.10
1.90
2.10
1.50
27
3.70
2.70
5.30
22.10
15.08
19.40
4.80
3.40
1.90
1.80
1.90
1.60
28
2.80
2.30
10.79
19.88
13.64
24.52
4.70
3.30
3.00
1.80
1.90
1.40
29
7.28
2.80
5.40
14.60
17.16
18.76
4.60
3.20
2.60
1.80
1.90
30
3.70
13.48
5.90
11.31
24.08
15.40
5.60
3.10
2.30
1.80
2.20
31
4.90
9.23
37.28
5.90
2.20
1.80
2.00
----------
--------------
Total
72 63
115 86
197 51
363 30
501 63
543 63
260 75
154 38
63 95
63 00
55 80
50 90
2443 34 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.42
3.74
6.58
11.72
16.18
18.12
8.41
5.15
2.06
2.03
1.99
1.64
6.69 CMS
Max
7.28
13.48
15.88
30.68
39.20
72.80
31.12
13.32
3.10
2.40
3.90
2.20
72.80 CMS
Min
1.05
1.90
2.90
3.10
6.89
8.06
4.60
3.10
1.05
1.80
1.60
1.40
1.05 CMS
Runoff
6.28
10.01
17.07
31.39
43.34
46.97
22.53
13.34
5.53
5.44
4.82
4.40
211.11 MCM
244.50 CMS. at 263.85 m. (MSL.) at 17.00 Hours , on Sep 24 , 2014
Runoff Yield
12.19
445.355
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak