Basic HTML Version
171
60
70
80
Flow ‐ CMS
Flow of Lam Phra Phloeng (M.171)
at Ban Non Sao ‐ E
Water Year 2014
20
30
40
50
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
0.48
4.75
0.57
0.71
0.65
18.75
4.75
2.40
0.71
0.48
0.41
0.41
2
0.48
2.70
0.53
0.59
0.63
25.00
2.40
3.75
0.70
0.48
0.41
0.41
3
0.48
2.40
0.51
0.57
0.63
8.50
1.40
2.10
0.69
0.48
0.38
0.41
4
0.48
4.50
0.51
0.55
0.66
3.25
0.98
5.25
0.74
0.49
0.38
0.41
5
0.65
1.40
0.51
0.53
0.63
2.20
1.00
20.10
0.84
0.51
0.35
0.41
6
0.57
0.82
0.51
0.53
0.64
14.50
10.90
10.50
0.78
0.51
0.35
0.41
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.56
1.20
0.49
0.53
0.77
31.00
72.00
3.00
0.72
0.51
0.35
0.41
8
0.53
1.30
0.46
0.53
1.60
25.00
30.00
2.30
0.69
0.51
0.38
0.41
9
0.53
1.30
0.43
0.53
3.50
12.50
39.00
2.00
0.66
0.53
0.38
0.41
10
0.52
1.10
0.43
0.53
1.50
6.70
30.00
1.60
0.63
0.53
0.38
0.41
11
0.51
0.92
0.42
0.53
0.86
23.50
28.00
1.00
0.63
0.58
0.38
0.38
12
0.51
0.74
0.42
0.53
0.76
24.50
23.00
0.94
0.62
0.57
0.38
0.38
13
1.20
0.66
0.43
0.72
0.72
15.30
9.70
0.92
0.61
0.53
0.38
0.41
14
2.30
0.68
0.52
7.30
0.74
13.70
5.50
0.82
0.61
0.50
0.38
0.41
15
1 60
0 59
0 68
4 75
0 75
29 50
3 50
0 80
0 61
0 48
0 40
0 41
.
.
.
.
.
.
.
.
.
.
.
.
16
2.00
0.56
0.73
1.30
0.73
17.40
2.70
0.78
0.60
0.47
0.42
0.42
17
1.60
0.86
0.86
0.90
0.88
7.90
1.90
0.78
0.58
0.47
0.44
0.38
18
0.86
8.50
0.82
0.96
0.94
5.00
1.80
0.77
0.58
0.47
0.45
0.38
19
0.77
6.40
0.72
0.96
0.76
3.25
1.80
0.75
0.57
0.46
0.45
0.40
20
1.40
5.25
0.67
0.90
0.98
2.60
5.50
0.73
0.56
0.45
0.55
0.47
21
0.77
4.25
0.60
0.73
0.75
4.00
16.95
0.70
0.55
0.45
0.47
0.43
22
0.70
2.70
0.53
0.80
0.73
2.50
6.40
0.68
0.54
0.45
0.47
0.43
23
0.64
0.69
0.55
2.10
0.63
1.20
3.00
0.67
0.53
0.43
0.53
0.42
24
0.61
0.63
0.59
0.82
0.78
1.60
2.20
0.63
0.52
0.43
0.53
0.43
25
0.60
0.61
0.59
0.72
0.82
6.40
2.00
0.63
0.51
0.43
0.51
0.48
26
0.65
0.62
0.53
0.66
2.90
3.75
2.60
0.63
0.51
0.43
0.43
0.43
27
0.66
0.70
0.55
0.66
5.50
2.60
2.50
0.65
0.51
0.43
0.42
0.43
28
0.80
0.82
0.53
0.71
13.30
2.50
2.00
0.69
0.51
0.43
0.42
0.47
29
10.50
0.92
0.54
0.73
12.10
6.10
1.80
0.73
0.51
0.43
0.43
30
8.20
0.68
0.56
0.71
4.25
7.60
2.10
0.76
0.51
0.42
0.47
31
0.62
0.70
1.90
2.00
0.51
0.42
0.75
----------
--------------
Total
42 16
59 87
16 79
33 79
62 99
328 30
319 38
68 06
18 84
14 76
11 78
13 31
990 03 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.41
1.93
0.56
1.09
2.03
10.94
10.30
2.27
0.61
0.48
0.42
0.43
2.71 CMS
Max
10.50
8.50
0.86
7.30
13.30
31.00
72.00
20.10
0.84
0.58
0.55
0.75
72.00 CMS
Min
0.48
0.56
0.42
0.53
0.63
1.20
0.98
0.63
0.51
0.42
0.35
0.38
0.35 CMS
Runoff
3.64
5.17
1.45
2.92
5.44
28.37
27.59
5.88
1.63
1.28
1.02
1.15
85.54 MCM
90.60
Runoff Yield
4.90
163.834
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 274.68 m. (MSL.), at 06.00 Hours, on Oct 7, 2014
Momentary Peak