Basic HTML Version
547
100
120
140
Flow ‐ CMS
Flow of Khlong Phayat (Z.14)
at Ban Chaman
Water Year 2012
40
60
80
0
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
1.82
3.25
46.06
52.22
45.62
42.32
26.80
13.04
8.40
3.12
2.60
1.17
2
1.69
2.60
48.70
45.62
41.44
41.66
23.95
12.56
6.96
3.25
2.34
1.56
3
1.82
2.60
30.00
31.40
43.64
46.50
28.20
12.08
6.48
2.47
2.08
1.30
4
2.73
2.73
32.40
27.00
35.40
42.54
30.00
11.60
6.16
2.34
2.08
1.69
5
4.55
2.99
27.60
41.22
26.80
45.18
27.40
10.96
5.52
2.60
1.69
1.30
6
4.03
5.36
18.70
29.00
23.95
47.16
28.60
10.96
5.36
2.47
1.43
1.17
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
3.25
6.80
18.70
23.77
26.20
68.65
35.80
10.48
5.20
3.12
1.43
1.17
8
2.99
13.84
24.65
22.37
44.52
72.15
27.60
10.16
4.94
3.77
1.30
1.43
9
3.38
10.64
21.85
22.90
28.20
52.00
22.37
10.64
4.68
2.47
1.30
2.34
10
3.38
6.48
22.02
18.35
39.40
45.62
20.45
9.84
4.68
2.08
1.56
4.42
11
3.25
7.28
18.35
16.40
29.80
34.80
20.45
9.52
4.42
2.08
1.43
6.32
12
3.12
6.96
15.76
51.56
23.77
41.44
19.05
8.88
4.55
2.08
1.43
4.16
13
2.86
15.60
29.40
48.92
27.60
60.58
16.72
8.72
4.55
2.08
1.56
2.86
14
2.86
8.24
20.10
42.54
26.00
55.52
15.92
8.40
4.42
2.08
1.56
2.21
15
2 99
7 60
17 20
24 82
28 40
99 28
18 17
7 60
4 29
1 95
1 30
1 69
.
.
.
.
.
.
.
.
.
.
.
.
16
2.73
30.00
17.52
19.40
33.00
58.38
18.17
7.12
4.16
2.21
1.17
1.30
17
2.60
12.08
24.65
18.87
56.62
66.30
17.52
6.96
4.16
1.69
1.17
1.56
18
2.34
9.52
34.20
38.00
51.12
81.30
14.32
7.28
4.16
2.86
1.04
1.30
19
2.08
10.48
29.20
21.67
90.92
59.70
13.20
7.12
4.16
3.25
1.17
1.30
20
1.56
8.88
20.63
44.52
49.80
53.10
12.24
6.96
3.90
2.99
1.04
1.43
21
1.69
7.44
20.10
35.60
36.40
66.30
11.76
6.64
3.38
2.86
1.69
1.56
22
1.95
9.20
24.30
26.20
45.84
56.84
11.44
6.80
3.25
2.99
1.17
1.30
23
1.82
7.60
17.36
18.87
33.40
47.16
11.12
6.32
3.12
3.12
0.91
1.04
24
2.21
6.80
16.40
16.40
41.00
46.06
10.96
6.00
3.12
3.51
0.78
0.91
25
2.47
24.30
14.64
19.93
39.20
62.12
10.32
5.84
3.12
3.25
0.65
7.92
26
2.21
70.65
13.36
25.00
90.92
37.40
9.68
5.68
3.12
3.64
1.04
4.03
27
3.38
57.72
15.28
39.40
68.40
31.80
9.52
5.52
3.12
3.12
1.04
2.60
28
3.12
35.60
22.02
39.20
126.90
45.40
9.20
5.20
3.12
2.99
0.91
2.21
29
5.07
33.40
23.42
53.10
80.00
28.80
9.04
5.20
2.60
2.47
2.08
30
4.16
30.00
22.37
78.18
53.32
23.60
8.72
4.94
2.73
2.86
1.69
31
32.60
51.34
41.44
9.20
2.73
3.12
1.30
----------
--------------
Total
84 11
489 24
706 94
1043 77
1429 02
1559 66
547 89
249 02
134 56
84 89
38 87
68 32
6436 29 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.80
15.78
23.56
33.67
46.10
51.99
17.67
8.30
4.34
2.74
1.39
2.20
17.63 CMS
Max
5.07
70.65
48.70
78.18
126.90
99.28
35.80
13.04
8.40
3.77
2.60
7.92
126.90 CMS
Min
1.56
2.60
13.36
16.40
23.77
23.60
8.72
4.94
2.60
1.69
0.65
0.91
0.65 CMS
Runoff
7.27
42.27
61.08
90.18
123.47
134.76
47.34
21.52
11.63
7.33
3.36
5.90
556.10 MCM
165.30
Runoff Yield
76.98
721.582
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 13.30 m. (MSL.), at 06.00 Hours, on Sep 15, 2012
Momentary Peak