Basic HTML Version
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50
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70
Flow ? CMS
Flow of Lam Pa Thao (E.6C)
at Ban Tat Ton
Water Year 2011
20
30
40
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
0.90
0.82
0.94
1.45
5.90
12.65
18.50
5.10
1.40
0.89
0.87
1.74
2
0.90
0.75
1.74
1.32
8.54
11.21
16.70
4.75
1.36
0.90
0.87
0.89
3
0.90
0.75
5.98
1.28
8.86
12.65
36.78
4.45
1.32
0.90
0.87
0.89
4
0.90
0.84
2.62
1.24
7.50
11.21
39.33
4.20
1.24
0.90
0.87
0.89
5
0.90
1.66
2.79
1.19
6.22
12.47
28.40
3.90
1.19
0.90
0.86
0.89
6
0.89
0.87
5.40
1.11
4.95
15.50
41.30
3.65
1.11
0.90
0.84
0.89
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.84
0.82
3.10
1.07
4.45
14.10
29.44
3.15
0.98
0.90
0.84
0.89
8
0.81
0.81
2.33
1.03
4.20
11.48
22.96
3.20
0.98
0.90
0.82
0.89
9
0.79
0.81
1.95
1.03
4.20
11.48
19.99
3.30
1.03
0.90
0.81
0.89
10
0.79
0.82
1.99
1.36
3.95
20.54
18.30
3.40
0.98
0.90
0.81
0.98
11
0.79
0.82
1.82
1.40
3.65
29.83
16.60
3.20
0.98
0.90
0.81
1.28
12
0.79
0.82
1.78
1.53
3.50
59.90
16.70
2.96
0.98
0.94
0.78
1.28
13
0.82
0.82
1.66
1.49
3.35
48.00
18.70
2.83
0.98
0.98
0.77
1.28
14
1.11
0.87
1.57
1.11
3.20
37.29
18.30
2.83
0.98
0.98
0.75
1.28
15
1 15
1 07
1 53
1 15
3 35
29 83
22 19
2 71
0 98
0 98
0 74
1 15
.
.
.
.
.
.
.
.
.
.
.
.
16
1.15
2.24
1.49
1.19
3.60
27.23
27.62
2.45
1.07
0.98
0.70
0.87
17
1.15
1.57
1.45
1.11
13.19
22.96
25.80
2.33
0.98
0.98
0.69
0.84
18
1.11
1.53
1.36
1.03
7.90
21.75
24.17
2.20
0.94
0.98
0.69
0.81
19
0.94
1.61
1.32
1.11
6.78
20.65
21.75
2.08
0.90
1.03
0.87
0.72
20
0.94
1.45
1.19
1.32
16.70
18.60
19.22
1.99
0.89
1.57
2.83
0.72
21
0.90
1.36
1.03
1.40
23.18
18.10
16.80
1.91
0.87
0.98
2.92
0.72
22
1.15
1.32
0.94
1.28
18.00
24.28
15.10
1.91
0.87
0.94
2.92
0.72
23
2.20
1.28
0.90
1.19
12.47
29.31
13.01
1.91
0.87
0.90
2.96
0.72
24
0.90
1.24
0.89
1.15
9.86
21.75
11.75
1.87
0.89
0.90
2.96
0.72
25
0.89
1.28
0.90
1.15
53.00
16.90
11.21
1.82
0.87
0.90
3.00
0.72
26
0.89
1.78
1.03
1.24
33.21
14.50
10.31
1.66
0.87
0.90
3.00
0.72
27
0.82
1.32
3.40
1.28
21.53
19.66
8.94
1.61
0.87
0.90
3.00
0.72
28
0.72
1.28
5.35
1.87
17.50
35.59
7.58
1.57
0.86
0.90
3.00
0.72
29
0.77
1.28
1.57
2.66
21.31
29.96
6.70
1.49
0.86
0.89
2.96
0.72
30
0.87
1.24
1.57
2.62
20.43
23.73
5.98
1.45
0.84
0.89
0.72
31
1.03
3.40
16.00
5.45
0.84
0.87
0.72
----------
--------------
Total
28 68
36 16
61 59
43 76
370 48
683 11
595 58
81 88
30 78
29 28
44 81
27 99
2034 10 CMSDAY
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.
.
.
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.
.
.
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.
Mean
0.96
1.17
2.05
1.41
11.95
22.77
19.21
2.73
0.99
0.94
1.55
0.90
5.56 CMS
Max
2.20
2.24
5.98
3.40
53.00
59.90
41.30
5.10
1.40
1.57
3.00
1.74
59.90 CMS
Min
0.72
0.75
0.89
1.03
3.20
11.21
5.45
1.45
0.84
0.87
0.69
0.72
0.69 CMS
Runoff
2.48
3.12
5.32
3.78
32.01
59.02
51.46
7.07
2.66
2.53
3.87
2.42
175.75 MCM
103.70
Runoff Yield
14.70
274.339
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 198.77 m. (MSL), at 10.00 Hours, on Aug 25, 2011
Momentary Peak