Basic HTML Version
251
300
350
400
450
Flow ? CMS
Flow of Nam Mae Li (P.85)
at Ban Lai Khaeo
Water Year 2011
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
2.70
17.35
27.62
7.65
10.08
58.75
128.60
9.08
1.87
0.71
0.14
0.20
2
2.90
13.60
21.49
6.95
20.35
49.63
184.80
6.63
1.80
0.71
0.18
0.20
3
1.85
13.60
16.35
9.60
39.10
41.42
290.60
6.24
1.74
0.68
0.18
0.20
4
0.93
10.80
13.66
3.50
52.25
47.00
384.40
6.37
1.56
0.56
0.18
0.20
5
0.56
12.80
23.54
0.56
48.05
36.16
298.35
6.11
1.08
0.56
0.18
0.20
6
0.50
21.40
25.92
12.00
32.70
48.57
206.25
6.11
0.96
0.47
0.18
0.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.64
10.40
25.24
8.00
29.32
84.90
98.40
5.46
1.04
0.56
0.18
0.20
8
0.69
7.30
25.58
5.55
25.58
55.40
61.25
4.24
1.26
0.56
0.18
0.20
9
0.75
11.60
18.64
6.25
22.91
50.68
48.05
3.76
1.04
0.56
0.18
0.18
10
1.06
26.50
14.32
6.25
22.06
52.25
36.55
3.44
1.08
0.56
0.18
0.18
11
0.69
230.40
9.74
6.95
20.92
68.13
31.93
3.92
1.08
0.56
0.18
0.18
12
0.48
126.70
12.43
6.60
24.22
109.60
25.58
4.24
1.00
0.56
0.18
0.18
13
0.49
36.10
11.67
6.95
26.94
155.40
20.92
4.36
0.92
0.56
0.20
0.18
14
0.69
32.75
10.42
5.90
24.90
165.60
18.64
3.36
0.92
0.56
0.16
0.16
15
1 11
24 10
10 42
8 40
21 77
141 10
17 27
3 60
0 92
0 56
0 14
0 16
.
.
.
.
.
.
.
.
.
.
.
.
16
1.46
25.00
10.08
12.40
25.92
87.60
22.63
3.28
0.92
0.56
0.14
0.18
17
1.46
31.10
8.44
14.40
25.92
63.75
31.54
3.20
1.04
0.56
0.14
0.18
18
1.46
48.65
7.28
19.15
23.54
58.13
40.96
3.13
0.92
0.56
0.14
0.18
19
1.46
67.32
7.67
15.20
25.24
79.80
39.10
3.13
0.92
0.56
0.14
0.18
20
1.59
53.85
13.44
13.60
31.15
62.50
25.58
2.99
0.71
0.56
0.14
0.18
21
2.11
45.40
13.66
14.00
35.39
50.68
21.20
2.78
0.84
0.56
0.20
0.18
22
6.60
31.10
10.93
11.20
30.39
62.50
16.35
2.85
0.96
0.56
0.26
0.18
23
4.30
20.50
9.08
10.00
23.20
53.30
15.89
2.36
1.04
0.35
0.23
0.18
24
4.50
14.80
1.72
3.90
18.92
75.60
12.81
2.22
0.88
0.14
0.20
0.18
25
6.25
14.00
4.10
0.65
18.92
70.70
11.10
2.29
0.88
0.14
0.20
0.18
26
5.90
20.92
3.90
9.24
64.37
63.75
9.91
2.78
0.80
0.12
0.20
0.18
27
4.30
22.35
5.20
8.92
143.30
114.35
8.60
2.92
0.77
0.14
0.20
0.18
28
3.90
26.60
11.60
8.60
124.80
112.45
7.41
2.57
0.71
0.16
0.20
0.23
29
3.90
28.98
10.80
8.28
78.40
124.80
6.76
2.22
0.77
0.20
0.20
0.20
30
6.95
26.94
6.95
8.12
81.90
128.60
6.76
2.08
0.77
0.20
0.18
31
26.94
8.12
50.68
8.44
0.77
0.20
0.44
----------
--------------
Total
72 18
1099 85
391 89
266 89
1223 19
2373 10
2136 63
117 72
31 97
14 30
5 21
6 03
7738 96 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.41
35.48
13.06
8.61
39.46
79.10
68.92
3.92
1.03
0.46
0.18
0.19
21.14 CMS
Max
6.95
230.40
27.62
19.15
143.30
165.60
384.40
9.08
1.87
0.71
0.26
0.44
384.40 CMS
Min
0.48
7.30
1.72
0.56
10.08
36.16
6.76
2.08
0.71
0.12
0.14
0.16
0.12 CMS
Runoff
6.24
95.03
33.86
23.06
105.68
205.04
184.61
10.17
2.76
1.24
0.45
0.52
668.65 MCM
420.75 CMS. at 294.85 m. (MSL.) at 03.00 Hours , on Oct 4 , 2011
Runoff Yield
10.38
206.554
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak