Basic HTML Version
691
70
80
90
100
Flow ‐ CMS
Flow of Khlong Tamot (X.267)
at Ban Mae Khree
Water Year 2014
30
40
50
60
0
10
20
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
0.15
9.00
0.15
0.30
0.24
0.86
0.93
13.05
13.88
21.82
3.15
0.97
2
0.15
7.20
0.17
0.30
0.22
0.83
0.83
9.75
13.74
20.77
2.92
0.93
3
0.15
6.30
0.17
0.30
0.22
0.65
0.83
5.55
9.00
17.69
2.81
0.90
4
0.15
4.95
0.17
0.47
0.22
0.65
1.00
4.50
4.65
13.60
2.59
0.90
5
0.15
3.82
0.18
0.47
0.22
0.47
1.00
4.50
4.39
12.00
2.36
0.86
6
0.15
2.92
0.18
0.47
0.22
0.47
4.05
4.50
5.10
10.75
2.25
0.86
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.15
2.36
0.18
0.47
0.22
0.40
1.94
4.50
6.45
10.00
2.19
0.86
8
0.51
1.88
0.18
0.47
0.22
0.30
0.83
7.35
14.43
10.00
2.19
0.83
9
0.27
1.50
0.18
0.47
0.22
0.30
0.83
11.75
12.78
9.75
2.19
0.83
10
0.22
1.19
0.20
0.47
0.22
0.30
0.65
6.90
8.50
8.25
2.12
0.83
11
0.15
1.00
0.30
0.47
0.22
0.25
0.65
4.50
9.50
7.50
2.12
0.79
12
0.15
0.97
1.19
0.30
0.30
0.22
0.58
4.50
8.00
7.05
2.06
0.79
13
0.15
0.93
2.25
0.30
0.30
0.22
0.47
5.25
12.25
7.05
2.06
0.75
14
0.15
0.86
2.25
0.47
0.30
0.15
0.47
6.00
25.60
7.05
2.06
0.75
15
0 22
0 86
1 63
0 65
0 30
0 15
0 47
5 25
32 07
6 30
2 00
0 75
.
.
.
.
.
.
.
.
.
.
.
.
16
0.40
0.83
1.63
0.44
0.30
0.22
0.47
5.25
29.37
6.00
2.00
0.72
17
0.65
0.79
1.00
0.30
0.30
0.22
0.47
4.50
40.64
6.00
1.94
0.72
18
2.12
0.79
1.00
0.27
0.30
0.18
0.72
17.53
55.20
5.70
1.94
0.72
19
12.91
0.75
0.65
0.24
0.30
0.15
1.00
47.02
42.80
4.95
1.81
0.68
20
14.29
0.65
0.65
0.20
0.30
0.15
1.00
43.45
24.40
4.50
1.75
0.68
21
16.87
0.47
0.47
0.15
0.30
0.15
1.50
35.49
49.20
4.50
1.63
0.65
22
15.25
0.47
0.47
0.47
0.30
0.15
1.75
42.48
79.06
4.39
1.63
0.62
23
13.88
0.47
0.40
0.30
0.30
0.13
2.70
45.08
65.54
4.16
1.63
0.62
24
12.50
0.47
0.37
0.30
0.30
0.18
2.81
36.90
50.80
4.05
1.63
0.62
25
11.25
0.47
0.34
0.30
0.30
0.30
9.75
28.93
41.83
3.94
1.63
0.58
26
10.00
0.30
0.30
0.30
0.72
0.51
17.53
13.05
32.86
3.71
1.56
0.55
27
10.00
0.27
0.30
0.30
0.90
0.93
14.29
9.50
28.25
3.60
1.50
0.51
28
10.00
0.21
0.30
0.30
1.13
1.38
13.19
7.20
23.80
3.49
1.50
0.51
29
8.75
0.18
0.30
0.30
1.13
1.63
13.32
6.30
20.60
3.38
0.51
30
8.75
0.15
0.30
0.20
1.06
1.69
13.32
5.40
18.85
3.26
0.47
31
0.15
0.22
1.06
13.88
18.68
3.15
0.47
----------
--------------
Total
150 49
53 16
17 86
10 97
12 64
14 19
123 23
445 93
802 22
238 36
57 22
22 23
1948 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.02
1.71
0.60
0.35
0.41
0.47
3.98
14.86
25.88
7.69
2.04
0.72
5.34 CMS
Max
16.87
9.00
2.25
0.65
1.13
1.69
17.53
47.02
79.06
21.82
3.15
0.97
79.06 CMS
Min
0.15
0.15
0.15
0.15
0.22
0.13
0.47
4.50
4.39
3.15
1.50
0.47
0.13 CMS
Runoff
13.00
4.59
1.54
0.95
1.09
1.23
10.65
38.53
69.31
20.59
4.94
1.92
168.35 MCM
85.03 CMS. at 24.94 m. (MSL.) at 15.00 Hours , on Dec 22 , 2014
Runoff Yield
18.10
288.237
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak