Basic HTML Version
97
250
300
350
Flow ? CMS
Flow of Lam Saphung (E.83)
at Ban Na Charoen
Water Year 2011
100
150
200
0
50
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
0.32
0.44
5.60
1.16
48.52
23.70
46.32
11.74
3.40
1.04
0.72
0.26
2
0.32
0.54
6.85
1.76
63.72
21.30
38.15
11.56
3.28
1.00
0.70
0.24
3
0.34
0.76
6.80
2.12
67.56
21.70
40.46
9.70
3.16
0.98
0.68
0.22
4
0.36
0.96
5.25
2.08
57.62
27.37
55.15
9.50
3.12
0.98
0.66
0.20
5
0.40
0.88
4.52
2.04
51.25
28.80
48.00
9.45
3.04
0.96
0.72
0.18
6
0.44
0.78
3.84
2.00
42.84
35.40
49.95
9.30
2.92
0.96
0.74
0.16
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.48
0.74
3.16
1.96
34.74
44.16
42.36
9.10
2.84
0.94
0.78
0.14
8
0.50
0.70
2.68
1.96
26.38
33.97
34.96
9.00
2.76
0.92
0.82
0.16
9
0.56
0.66
2.52
1.92
20.41
43.68
33.53
8.45
2.68
0.88
0.80
0.48
10
0.58
0.64
2.32
1.92
17.53
56.32
37.16
8.00
2.56
0.86
0.76
0.46
11
0.56
0.76
2.12
1.88
15.16
83.60
33.86
7.75
2.44
0.82
0.74
0.44
12
0.56
0.84
1.92
2.00
13.72
206.98
28.69
7.50
2.32
0.80
0.70
0.40
13
0.54
0.86
1.68
2.24
13.18
303.44
26.71
6.95
2.24
0.80
0.64
0.40
14
0.54
1.36
1.52
2.48
13.42
194.94
28.36
6.50
2.16
0.80
0.58
0.62
15
0 52
5 00
1 32
2 60
20 70
129 46
34 19
6 20
2 08
0 80
0 54
0 56
.
.
.
.
.
.
.
.
.
.
.
.
16
0.52
4.08
1.12
2.60
19.78
98.55
38.48
5.80
2.00
0.80
0.52
0.52
17
0.50
3.32
1.00
2.64
27.59
66.76
40.24
5.65
1.92
0.80
0.50
0.50
18
0.48
2.76
0.98
2.76
24.40
55.15
38.70
5.10
1.84
0.78
0.50
0.48
19
0.44
2.64
0.96
4.40
26.60
52.42
29.02
4.96
1.76
0.74
0.46
0.48
20
0.42
2.48
0.96
5.10
40.13
44.76
25.72
4.68
1.72
0.72
0.46
0.46
21
0.38
2.20
0.94
6.15
48.52
57.36
22.50
4.60
1.68
0.90
0.44
0.44
22
0.38
1.80
0.92
9.15
46.68
70.60
20.14
4.52
1.56
1.08
0.40
0.40
23
0.40
1.60
0.90
8.80
40.02
61.16
18.79
4.40
1.48
1.36
0.38
0.32
24
0.44
1.48
0.86
8.30
33.64
54.63
16.99
4.36
1.44
1.20
0.36
0.26
25
0.36
1.40
0.84
8.40
27.59
48.26
16.36
4.28
1.40
1.08
0.36
0.22
26
0.36
1.76
0.82
9.35
23.80
38.81
14.50
4.20
1.32
0.96
0.36
0.20
27
0.34
2.24
0.82
9.55
26.05
46.20
13.30
4.08
1.24
0.88
0.36
0.18
28
0.34
3.36
0.80
9.60
28.47
78.00
12.52
3.84
1.20
0.84
0.34
0.12
29
0.32
4.92
0.80
9.35
30.56
62.76
12.40
3.72
1.16
0.78
0.34
0.12
30
0.32
5.60
0.78
9.20
29.35
51.25
12.40
3.68
1.12
0.74
0.12
31
5.40
9.00
32.43
12.34
1.08
0.72
0.10
----------
--------------
Total
13 02
62 96
65 60
144 47
1012 36
2141 49
922 25
198 57
64 92
27 92
16 36
9 84
4679 76 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.43
2.03
2.19
4.66
32.66
71.38
29.75
6.62
2.09
0.90
0.56
0.32
12.79 CMS
Max
0.58
5.60
6.85
9.60
67.56
303.44
55.15
11.74
3.40
1.36
0.82
0.62
303.44 CMS
Min
0.32
0.44
0.78
1.16
13.18
21.30
12.34
3.68
1.08
0.72
0.34
0.10
0.10 CMS
Runoff
1.13
5.44
5.67
12.48
87.47
185.03
79.68
17.16
5.61
2.41
1.41
0.85
404.33 MCM
347.20
Runoff Yield
17.19
466.667
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 234.70 m. (MSL), at 17.00 Hours, on Sep 13, 2011
Momentary Peak