Basic HTML Version
9
700
800
900
1000
Flow ? CMS
Flow of Loei River (Kh.28A)
at Ban Na Lak
Water Year 2011
300
400
500
600
0
100
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
6.40
0.16
0.60
2.10
230.72
85.04
78.88
16.72
16.72
15.76
13.84
12.16
2
6.60
0.22
0.49
3.30
154.64
80.64
101.92
16.48
16.72
15.76
13.84
12.16
3
6.00
0.17
9.00
5.40
159.92
93.84
321.68
16.24
16.72
15.76
14.08
11.92
4
6.00
0.07
27.00
1.95
168.50
75.20
563.80
16.00
16.72
15.52
14.32
11.68
5
5.60
0.05
11.00
0.80
74.40
94.72
155.96
15.76
16.72
15.52
14.56
11.44
6
5.60
0.08
51.88
0.45
37.10
137.44
139.68
15.52
16.72
15.28
14.80
11.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
5.60
0.12
67.60
0.34
47.56
192.02
86.36
15.28
16.72
15.28
15.04
10.96
8
6.20
0.09
11.80
0.29
5.10
153.98
65.60
15.04
16.72
15.28
15.04
10.96
9
5.80
0.09
2.70
0.38
3.15
107.20
53.68
14.80
16.72
15.04
14.80
11.20
10
5.80
0.05
0.70
3.00
2.25
165.86
56.92
14.56
16.72
15.04
14.80
12.16
11
5.40
0.04
0.45
4.20
3.30
168.50
39.12
14.32
16.72
15.04
14.32
13.36
12
4.80
0.03
0.31
2.40
35.08
430.32
14.80
14.08
16.48
14.80
14.32
13.12
13
4.60
0.05
0.24
3.45
41.14
862.88
10.60
13.84
16.48
14.80
14.32
14.08
14
4.40
0.13
0.22
4.80
11.40
460.56
12.20
13.84
16.48
14.56
14.08
15.28
15
4 40
0 09
0 20
15 40
14 20
205 28
8 40
13 60
16 48
14 32
14 08
14 80
.
.
.
.
.
.
.
.
.
.
.
.
16
4.20
0.08
0.30
27.00
7.20
192.80
13.60
13.60
16.48
14.08
14.08
15.28
17
4.00
0.08
0.70
12.20
50.80
123.52
13.00
13.36
16.48
13.84
13.84
15.76
18
3.80
0.07
0.40
4.35
141.36
85.04
24.60
13.36
16.48
13.84
13.84
14.56
19
3.00
0.12
0.37
17.80
121.12
125.68
37.12
12.88
16.48
13.84
13.60
13.60
20
2.80
0.38
0.33
56.56
134.64
111.52
29.20
12.64
16.48
13.60
13.60
13.12
21
2.80
0.47
0.33
10.60
160.58
125.68
25.24
12.40
16.48
14.32
13.36
12.64
22
2.80
0.26
0.35
19.00
74.40
149.20
22.00
12.16
16.24
15.28
13.12
12.16
23
2.80
0.11
0.22
13.00
41.14
149.20
20.56
11.92
16.24
15.28
13.12
12.16
24
2.60
0.10
0.18
6.00
10.60
140.80
18.88
11.68
16.24
15.28
12.88
11.92
25
2.80
0.48
0.25
12.60
17.80
109.60
18.16
11.68
16.24
15.52
12.88
11.44
26
4.60
43.16
6.30
15.40
121.12
96.48
17.44
11.44
16.24
15.04
12.64
11.20
27
4.60
57.28
60.40
4.80
64.80
106.24
17.20
11.44
16.24
14.08
12.64
11.20
28
7.00
25.40
19.00
2.25
84.60
193.58
16.96
11.20
16.24
14.08
12.40
10.96
29
6.80
27.00
14.20
0.90
53.68
184.34
16.96
11.20
16.00
13.84
12.40
10.72
30
10.96
3.90
6.00
0.46
88.56
188.90
16.72
10.96
16.00
13.84
10.48
31
4.05
24.60
89.88
16.72
16.00
13.60
10.48
----------
--------------
Total
148 76
164 38
293 52
275 78
2250 74
5396 06
2033 96
408 00
510 40
457 12
400 64
384 16 12723 52 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.96
5.30
9.78
8.90
72.60
179.87
65.61
13.60
16.46
14.75
13.82
12.39
34.76 CMS
Max
10.96
57.28
67.60
56.56
230.72
862.88
563.80
16.72
16.72
15.76
15.04
15.76
862.88 CMS
Min
2.60
0.03
0.18
0.29
2.25
75.20
8.40
10.96
16.00
13.60
12.40
10.48
0.03 CMS
Runoff
12.85
14.20
25.36
23.83
194.46
466.22
175.73
35.25
44.10
39.50
34.62
33.19
1099.31 MCM
914.88 CMS. at 248.86 m. (MSL.) at 11.00 Hours , on Sep 13 , 2011
Runoff Yield
27.35
719.811
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak