Basic HTML Version
233
35
40
45
50
Flow ‐ CMS
Flow of Khlong Wang Chao (P.50A)
at Ban Thai Tawee
Water Year 2014
15
20
25
30
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
0.09
0.50
1.92
1.14
2.77
1.92
3.30
2.60
1.02
0.45
0.22
0.00
2
0.09
0.48
1.85
1.08
5.30
1.71
5.30
2.35
1.02
0.45
0.22
0.00
3
0.09
0.48
1.78
1.02
2.35
8.18
2.52
2.26
0.95
0.45
0.22
0.00
4
0.08
0.46
1.71
0.95
1.21
39.18
1.78
2.01
0.95
0.39
0.17
0.00
5
0.08
0.46
1.64
0.95
2.26
11.22
1.21
2.26
1.08
0.39
0.17
0.00
6
0.08
0.44
1.56
0.88
1.56
6.50
1.85
6.50
1.14
0.39
0.17
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.08
2.17
3.30
0.88
1.49
12.11
1.35
9.48
1.02
0.39
0.17
0.00
8
0.06
1.42
21.42
0.82
1.42
7.22
1.14
6.26
0.95
0.34
0.17
0.00
9
0.06
1.35
20.25
0.82
1.35
3.57
1.08
5.06
0.95
0.39
0.17
0.00
10
0.06
1.28
9.48
0.82
1.28
2.09
1.02
5.78
0.88
0.82
0.17
0.00
11
0.06
1.21
3.30
0.75
5.30
3.57
0.95
3.57
0.88
1.64
0.11
0.00
12
0.05
1.14
2.09
0.75
2.60
2.60
0.88
2.90
0.82
1.35
0.11
0.00
13
0.05
1.08
4.82
0.75
1.78
2.01
0.82
2.52
0.82
1.08
0.11
0.00
14
0.05
1.02
4.58
20.64
1.28
1.85
0.75
2.35
0.75
0.88
0.11
0.00
15
0 73
0 95
2 90
13 04
2 26
1 71
0 69
2 09
0 75
0 75
0 11
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.91
0.88
4.34
5.54
1.85
1.64
0.62
1.92
0.69
0.69
0.11
0.00
17
0.83
0.82
2.35
3.97
1.71
1.56
0.56
1.78
0.69
0.62
0.11
0.00
18
0.75
0.75
2.01
3.57
1.49
1.49
0.56
1.71
0.62
0.56
0.11
0.00
19
0.70
0.69
1.92
3.30
1.42
3.17
0.50
1.64
0.62
0.50
0.11
0.00
20
0.68
2.43
1.71
2.90
1.35
2.09
1.14
1.49
0.62
0.45
0.06
0.00
21
0.66
3.04
1.64
2.68
1.28
1.71
5.54
1.42
0.56
0.39
0.06
0.00
22
0.64
2.35
1.56
2.52
1.21
3.30
4.10
1.42
0.56
0.39
0.06
0.00
23
0.62
1.92
1.49
2.43
1.14
2.35
2.26
1.35
0.56
0.39
0.06
0.00
24
0.60
1.71
1.42
2.26
6.98
1.71
1.56
1.28
0.56
0.34
0.06
0.00
25
0.58
1.56
2.43
2.09
5.06
21.03
1.14
1.28
0.50
0.34
0.06
0.06
26
0.56
1.42
1.56
8.18
2.52
11.51
4.58
1.14
0.50
0.34
0.06
0.00
27
0.54
1.35
1.42
39.71
7.94
7.22
7.22
1.14
0.50
0.28
0.06
0.00
28
0.52
5.06
1.35
9.48
3.70
13.97
3.04
1.14
0.50
0.28
0.06
0.00
29
0.52
6.98
1.28
6.98
8.90
7.94
2.09
1.08
0.45
0.28
0.00
30
0.50
3.17
1.21
5.06
4.10
5.30
3.97
1.08
0.45
0.22
0.00
31
2.26
3.57
2.26
2.52
0.45
0.22
0.00
----------
--------------
Total
11 32
50 83
110 29
149 53
87 12
191 43
66 04
78 86
22 81
16 45
3 38
0 06
788 12 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.38
1.64
3.68
4.82
2.81
6.38
2.13
2.63
0.74
0.53
0.12
0.00
2.16 CMS
Max
0.91
6.98
21.42
39.71
8.90
39.18
7.22
9.48
1.14
1.64
0.22
0.06
39.71 CMS
Min
0.05
0.44
1.21
0.75
1.14
1.49
0.50
1.08
0.45
0.22
0.06
0.00
0.00 CMS
Runoff
0.98
4.39
9.53
12.92
7.53
16.54
5.71
6.81
1.97
1.42
0.29
0.01
68.09 MCM
50.90 CMS. at 106.36 m. (MSL.) at 18.00 Hours , on Jul 14 , 2014
Runoff Yield
4.50
106.042
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak