Basic HTML Version
13
800
1000
1200
Flow ? CMS
Flow of Loei River (Kh.58A)
at Ban Fak Loei
Water Year 2011
400
600
0
200
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
4.00
15.00
36.60
37.80
367.80
194.00
191.90
26.20
10.90
5.20
5.00
3.00
2
3.80
17.40
35.40
32.20
409.00
183.60
237.00
26.60
10.60
5.80
4.80
3.20
3
3.80
14.20
40.20
42.20
411.10
167.00
470.50
26.20
9.80
6.00
4.80
3.20
4
4.40
10.30
57.00
36.20
392.00
130.50
874.00
25.80
9.40
5.80
5.00
2.80
5
4.60
9.20
63.00
31.40
213.80
151.90
589.80
23.00
9.00
5.80
5.20
3.00
6
3.80
12.10
78.70
26.60
103.70
231.40
296.60
21.80
8.80
5.60
5.80
3.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
4.00
15.00
135.40
19.80
69.50
355.30
194.70
19.80
8.20
5.60
6.20
3.20
8
4.40
10.60
131.10
17.40
55.00
364.20
130.50
21.00
7.80
5.60
6.00
3.00
9
5.40
10.60
74.50
21.40
42.20
237.00
116.50
25.40
7.80
5.40
5.80
3.00
10
5.00
8.00
45.00
56.50
39.80
249.80
107.30
27.00
7.40
5.40
5.60
3.00
11
4.60
6.60
30.60
95.10
38.60
315.30
93.30
27.80
6.80
5.40
5.00
3.60
12
4.20
6.60
29.40
66.50
95.70
399.40
78.10
31.80
6.40
5.20
4.40
4.80
13
4.20
8.40
30.20
72.00
160.20
889.00
65.00
29.40
6.40
5.20
3.80
5.80
14
4.00
20.20
30.20
78.10
167.70
1095.30
66.50
25.00
6.40
5.00
3.20
6.00
15
3 60
17 00
27 00
85 40
127 50
756 00
70 50
22 20
6 20
5 00
3 40
5 60
.
.
.
.
.
.
.
.
.
.
.
.
16
3.20
27.40
26.20
78.10
92.10
481.30
88.40
17.00
6.20
4.80
3.60
5.20
17
3.20
28.60
28.20
65.00
98.80
318.80
85.40
17.80
6.20
4.60
3.60
4.80
18
3.20
28.20
26.60
42.60
321.50
201.50
80.50
18.60
6.00
4.60
3.40
4.80
19
3.40
26.60
33.00
39.40
339.30
201.50
73.50
16.60
6.00
4.40
3.40
5.00
20
2.80
40.20
37.40
61.00
223.40
325.00
58.50
16.20
6.00
4.60
3.20
5.20
21
2.20
35.00
29.00
41.00
297.50
296.60
53.00
15.80
5.80
5.60
3.20
4.80
22
3.40
25.40
19.80
51.00
188.40
341.10
52.50
14.20
5.80
6.40
3.20
4.20
23
10.60
15.40
14.20
50.00
115.30
320.60
49.00
13.40
5.60
7.20
3.00
3.80
24
2.40
13.80
9.80
58.00
74.00
271.40
39.00
12.70
5.60
8.20
3.00
3.60
25
3.20
18.60
8.40
103.70
69.00
210.60
34.60
12.40
5.40
8.20
3.00
3.20
26
9.60
51.00
29.80
140.10
178.10
141.50
31.40
12.10
5.40
7.80
2.80
3.20
27
6.40
127.50
78.10
95.10
122.60
172.60
29.80
11.50
5.20
7.20
2.80
3.00
28
6.00
98.80
59.00
59.00
153.90
370.40
29.40
11.20
5.20
7.20
3.00
2.80
29
6.00
73.50
62.00
43.40
122.60
371.30
28.60
11.20
5.00
6.60
3.20
2.20
30
7.80
58.00
57.50
32.20
116.50
301.00
27.80
10.90
5.00
5.20
2.40
31
43.40
68.00
194.70
27.00
4.80
4.80
2.40
----------
--------------
Total
137 20
892 60
1363 30
1746 20
5401 30 10044 90
4370 60
590 60
211 10
179 40
118 40
117 00 25172 60 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.60
28.80
45.40
56.30
174.20
334.80
141.00
19.70
6.80
5.80
4.10
3.80
68.80 CMS
Max
10.60
127.50
135.40
140.10
411.10
1095.30
874.00
31.80
10.90
8.20
6.20
6.00
1095.30 CMS
Min
2.20
6.60
8.40
17.40
38.60
130.50
27.00
10.90
4.80
4.40
2.80
2.20
2.20 CMS
Runoff
11.85
77.12
117.79
150.87
466.67
867.88
377.62
51.03
18.24
15.50
10.23
10.11
2174.91 MCM
1148.10 CMS. at 239.97 m. (MSL.) at 06.00 Hours , on Sep 14 , 2011
Runoff Yield
22.24
371.193
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak