Basic HTML Version
465
40
50
60
Flow ? CMS
Flow of Lam Sonthi (S.13)
at Ban Tha Yiam
Water Year 2011
20
30
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
3.90
11.13
0.46
9.69
1.38
2.20
22.44
0.82
0.52
0.74
1.18
5.76
2
3.90
1.14
0.46
1.55
1.38
2.95
14.28
0.82
0.49
0.74
1.18
5.76
3
3.84
0.78
0.82
0.86
5.46
1.38
16.80
0.78
0.49
0.78
1.18
5.76
4
3.84
0.64
0.82
0.98
4.02
3.00
13.47
0.78
0.49
0.78
1.18
5.76
5
3.90
0.52
0.67
0.61
3.24
1.55
9.69
0.74
0.49
0.74
1.18
5.76
6
3.90
0.46
0.55
0.49
3.06
3.06
9.96
0.74
0.46
0.74
1.18
5.76
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.72
0.43
0.64
0.43
3.06
2.95
7.68
0.74
0.46
0.74
1.18
5.68
8
3.72
0.43
0.61
0.43
3.06
5.32
6.64
0.74
0.46
0.64
1.18
5.68
9
3.54
0.43
0.55
0.40
3.06
27.36
6.48
0.78
0.46
0.64
1.18
5.68
10
1.30
0.43
0.46
0.43
9.12
14.01
6.48
0.78
0.46
0.61
1.18
5.68
11
0.49
0.43
0.43
0.58
6.88
25.41
1.34
0.74
0.46
0.61
1.18
5.68
12
0.46
0.43
0.43
0.46
11.49
23.21
1.14
0.74
0.46
0.61
1.18
5.68
13
0.43
0.43
0.40
0.43
11.49
16.20
2.75
0.74
0.46
0.61
1.18
5.60
14
0.43
0.40
0.40
0.43
11.49
13.11
8.88
0.70
0.43
0.58
1.14
5.60
15
0 43
0 52
0 40
1 50
15 63
16 10
9 96
0 70
0 43
0 58
1 14
5 39
.
.
.
.
.
.
.
.
.
.
.
.
16
0.43
0.64
0.40
0.61
13.74
30.12
11.94
0.70
0.43
0.58
1.14
4.27
17
0.40
0.43
0.37
0.52
40.48
35.52
8.08
0.70
0.43
0.64
1.14
3.96
18
0.86
0.67
0.37
0.46
21.12
17.00
5.32
0.70
0.43
0.67
2.40
3.96
19
3.60
0.58
0.34
0.46
15.72
11.76
4.55
0.70
0.43
0.67
3.06
3.96
20
3.54
0.67
0.34
0.00
16.50
10.59
3.24
0.70
0.43
0.74
3.06
3.96
21
3.48
0.49
0.34
3.72
15.90
17.10
3.06
0.64
0.43
0.74
3.06
3.78
22
3.48
0.46
0.43
5.04
14.37
4.55
2.15
0.61
0.43
1.14
3.06
3.00
23
3.66
0.49
0.37
7.84
13.83
3.90
2.00
0.61
0.43
1.22
3.06
2.60
24
3.60
2.50
0.37
2.35
13.38
2.75
1.80
0.61
0.43
1.18
3.06
2.60
25
3.54
2.55
0.37
0.06
14.01
2.10
1.75
0.61
0.40
1.18
3.06
2.60
26
4.34
2.55
0.34
3.06
13.65
1.80
1.65
0.61
0.40
1.18
3.06
2.60
27
5.11
2.55
0.34
2.30
9.69
19.00
1.26
0.58
0.40
1.18
4.76
2.60
28
4.76
2.50
0.34
1.55
7.92
50.23
1.14
0.61
0.40
1.18
5.84
3.96
29
4.14
0.90
0.37
1.38
7.28
50.10
1.14
0.61
0.40
1.18
5.84
3.96
30
0.61
0.58
0.34
1.30
5.68
20.70
1.14
0.58
0.40
1.18
5.04
31
0.00
1.34
5.68
1.10
0.40
1.18
4.97
----------
--------------
Total
83 35
37 16
13 53
51 26
322 77
435 03
189 31
20 91
13 69
25 98
63 22
143 05
1399 26 CMSDAY
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.
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.
.
.
.
.
.
Mean
2.78
1.20
0.45
1.65
10.41
14.50
6.11
0.70
0.44
0.84
2.18
4.61
3.82 CMS
Max
5.11
11.13
0.82
9.69
40.48
50.23
22.44
0.82
0.52
1.22
5.84
5.76
50.23 CMS
Min
0.40
0.00
0.34
0.00
1.38
1.38
1.10
0.58
0.40
0.58
1.14
2.60
0.00 CMS
Runoff
7.20
3.21
1.17
4.43
27.89
37.59
16.36
1.81
1.18
2.25
5.46
12.36
120.90 MCM
57.14 CMS. at 87.01 m. (MSL.) at 18.00 Hours , on Sep 28 , 2011
Runoff Yield
10.70
159.953
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak