Basic HTML Version
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Flow ‐ CMS
Flow of Lam Pa Thao (E.6C)
at Ban Tat Ton
Water Year 2012
15
20
25
0
5
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
0.96
0.82
0.98
1.00
1.00
1.74
9.00
2.32
1.34
1.42
0.76
0.86
2
0.96
0.80
0.98
1.02
1.00
1.78
8.23
2.17
1.34
1.38
0.80
0.86
3
0.96
0.82
0.98
1.04
1.00
2.06
8.51
2.06
1.34
1.38
0.80
0.86
4
0.96
0.96
0.98
1.12
1.00
4.80
10.20
1.99
1.34
1.31
0.80
0.86
5
1.02
0.96
0.98
1.12
1.00
24.06
14.26
1.92
1.34
1.31
0.80
0.86
6
1.02
0.92
0.98
1.12
1.00
39.91
22.73
1.92
1.31
1.18
0.78
0.86
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.96
0.94
0.98
1.12
1.00
40.82
21.77
1.81
1.27
0.88
0.78
0.86
8
0.96
0.96
0.98
1.08
1.02
39.13
15.52
1.74
1.27
0.78
0.78
0.86
9
0.96
0.96
2.21
1.08
1.06
36.12
18.55
1.60
1.27
0.74
0.78
0.86
10
0.96
0.96
2.39
1.08
1.06
33.36
17.41
1.60
1.27
0.74
0.78
0.86
11
0.96
0.92
2.39
1.08
1.04
33.48
12.20
1.52
1.27
0.70
0.80
0.86
12
1.08
0.92
2.39
1.08
1.00
35.76
9.80
1.38
1.27
0.70
0.84
0.86
13
2.53
0.90
2.39
1.08
1.00
38.40
8.72
1.34
1.27
0.70
0.84
0.86
14
2.39
0.90
2.39
1.02
1.00
38.40
7.67
1.45
1.18
0.70
0.84
0.86
15
1 67
0 92
2 39
0 90
1 00
32 40
7 04
1 34
0 80
0 76
0 86
0 84
.
.
.
.
.
.
.
.
.
.
.
.
16
1.04
0.94
2.39
0.90
1.00
21.77
5.71
1.34
0.78
0.86
0.88
0.80
17
0.98
1.08
2.35
0.98
1.00
16.87
5.20
1.34
0.78
0.86
0.88
0.80
18
0.98
1.06
2.35
1.08
1.00
16.06
4.85
1.24
0.76
0.86
0.88
0.80
19
0.96
0.98
2.35
1.08
1.00
15.88
4.50
1.16
0.70
0.86
0.88
0.80
20
0.96
0.96
2.35
0.94
1.00
13.63
4.40
1.16
0.70
0.86
0.88
0.80
21
0.96
0.94
2.24
0.82
1.00
15.88
9.72
1.10
0.70
0.84
0.96
0.94
22
0.94
0.92
1.99
0.82
1.02
15.52
10.12
1.10
0.72
0.84
1.60
1.31
23
0.94
0.90
1.99
0.82
1.04
15.34
10.04
1.08
0.72
0.84
1.67
1.34
24
0.94
0.88
1.99
0.82
1.06
15.70
9.80
1.08
0.72
0.86
1.67
1.34
25
0.92
0.90
1.92
0.82
1.08
16.78
9.48
1.08
0.72
0.86
1.67
1.02
26
0.98
0.94
1.08
0.82
1.08
17.98
9.48
1.08
0.74
0.86
1.49
1.00
27
1.20
0.98
1.06
0.84
1.08
19.68
8.58
1.08
0.80
0.88
0.86
0.96
28
0.88
0.98
1.04
0.92
1.49
16.69
8.51
1.10
1.12
0.96
0.82
0.96
29
0.84
0.96
1.02
0.96
3.15
14.98
5.92
1.42
1.24
0.88
0.96
30
0.84
0.98
1.02
0.92
1.92
12.92
2.71
1.34
1.34
0.76
0.96
31
0.96
1.04
2.03
2.46
1.42
0.76
0.96
----------
--------------
Total
32 71
29 02
51 53
30 52
36 13
647 90
303 09
43 86
32 84
28 32
27 18
28 63
1291 73 CMSDAY
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.
.
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.
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.
.
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.
.
.
.
Mean
1.09
0.94
1.72
0.98
1.17
21.60
9.78
1.46
1.06
0.91
0.97
0.92
3.54 CMS
Max
2.53
1.08
2.39
1.12
3.15
40.82
22.73
2.32
1.42
1.42
1.67
1.34
40.82 CMS
Min
0.84
0.80
0.98
0.82
1.00
1.74
2.46
1.08
0.70
0.70
0.76
0.80
0.70 CMS
Runoff
2.83
2.51
4.45
2.64
3.12
55.98
26.19
3.79
2.84
2.45
2.35
2.47
111.61 MCM
41.86
Runoff Yield
9.36
110.741
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 197.72 m. (MSL), at 09.00 Hours, on Sep 6, 2012
Momentary Peak