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Flow ‐ CMS
Flow of Lower Khlong Tha Nae (X.277)
at Ban Phikul Thong
Water Year 2012
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
1.76
1.10
5.62
1.10
0.77
1.65
0.88
1.10
22.20
33.50
1.43
4.86
2
1.10
1.10
2.20
1.10
0.77
0.55
0.55
1.10
10.59
9.24
1.43
5.24
3
1.10
1.10
1.10
1.10
0.77
0.55
0.55
1.65
10.05
15.14
1.43
2.09
4
1.10
1.10
5.24
1.10
0.55
0.55
0.55
1.65
3.15
20.20
1.43
6.27
5
1.10
1.10
1.10
1.10
0.55
0.55
0.55
1.87
3.72
7.35
1.43
2.58
6
6.00
1.10
1.10
1.10
0.55
0.55
0.77
1.98
1.98
6.00
1.43
1.21
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.96
1.10
1.10
1.10
0.55
0.55
0.55
1.65
1.10
5.81
1.43
1.10
8
1.10
1.10
12.42
1.10
0.55
0.55
0.77
1.10
1.54
3.91
1.43
1.43
9
1.65
1.10
14.80
1.10
0.55
1.98
1.10
1.10
1.10
1.76
1.10
1.10
10
1.43
1.10
7.08
1.10
0.00
1.10
1.54
1.10
1.21
4.48
1.10
1.10
11
1.10
1.10
4.10
1.10
0.00
1.10
1.10
1.65
12.08
5.24
1.10
1.10
12
0.66
1.10
4.10
1.10
0.00
0.88
1.10
9.78
4.86
2.20
1.10
1.10
13
1.10
1.10
1.10
1.10
0.00
0.77
1.76
2.96
2.20
3.53
1.10
1.10
14
0.55
1.10
1.10
0.88
0.00
0.55
1.10
1.65
6.54
1.65
4.29
1.10
15
0 55
1 10
1 10
0 55
0 00
1 54
1 87
1 10
21 00
1 65
2 20
1 10
.
.
.
.
.
.
.
.
.
.
.
.
16
1.10
1.10
1.10
0.55
0.00
4.10
3.72
1.10
22.20
1.65
1.65
1.10
17
1.10
1.10
1.10
0.55
0.00
1.98
2.77
1.10
12.76
1.65
1.65
1.10
18
2.58
1.10
1.10
0.55
0.00
1.10
2.77
1.10
6.81
1.65
0.88
1.10
19
1.10
1.10
1.10
0.44
0.00
1.10
4.10
4.48
5.81
1.65
1.65
1.10
20
1.10
1.10
1.10
0.44
0.00
1.10
3.53
4.10
18.20
1.65
1.76
1.10
21
1.10
1.10
1.10
2.77
0.00
1.10
1.10
1.10
14.46
1.65
1.10
1.10
22
1.10
1.10
1.10
1.10
0.00
1.10
1.43
4.10
31.32
1.65
0.77
1.10
23
1.10
1.10
1.10
1.10
0.00
1.10
3.72
4.10
30.66
1.10
0.99
1.10
24
1.10
1.10
1.10
0.55
0.00
1.10
5.05
1.65
43.92
1.10
1.10
1.10
25
1.10
1.10
1.10
0.55
0.00
0.99
4.10
1.65
18.60
1.10
39.50
1.10
26
1.10
1.10
1.10
0.55
0.77
0.77
3.91
1.65
7.35
1.10
37.05
1.10
27
1.10
1.10
1.10
0.55
0.55
1.10
3.72
2.96
7.89
1.10
17.52
1.10
28
1.10
1.10
1.10
0.55
0.88
1.54
2.96
4.10
8.43
1.10
4.86
1.10
29
1.10
1.10
2.96
0.55
1.54
1.54
1.87
6.27
6.27
1.10
1.10
30
1.10
1.10
1.10
0.55
2.58
1.10
0.99
6.54
32.90
1.32
1.10
31
2.77
0.66
1.65
0.99
45.00
1.43
1.10
----------
--------------
Total
41 24
35 77
81 62
27 74
13 58
34 24
61 47
77 44
415 90
143 66
133 91
50 08
1116 65 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.37
1.15
2.72
0.89
0.44
1.14
1.98
2.58
13.42
4.63
4.78
1.62
3.06 CMS
Max
6.00
2.77
14.80
2.77
2.58
4.10
5.05
9.78
45.00
33.50
39.50
6.27
45.00 CMS
Min
0.55
1.10
1.10
0.44
0.00
0.55
0.55
1.10
1.10
1.10
0.77
1.10
0.00 CMS
Runoff
3.56
3.09
7.05
2.40
1.17
2.96
5.31
6.69
35.93
12.41
11.57
4.33
96.48 MCM
53.49 CMS. at 3.27 m. (A.D.) at 06.00 Hours , on Dec 31 , 2012
Runoff Yield
33.40
583.952
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak