Basic HTML Version
633
80
100
120
Flow ? CMS
Flow of Khlong Tha Sae (X.247)
at Ban Wang Maprang
Water Year 2011
40
60
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
18.30
7.60
8.05
46.90
52.20
22.62
22.86
13.83
5.65
3.18
30.29
2.90
2
14.57
7.45
7.90
93.00
43.75
17.65
18.72
12.91
5.65
3.31
25.32
2.90
3
13.46
7.45
7.75
61.15
29.18
16.58
24.78
11.98
5.50
63.64
20.27
2.90
4
13.28
7.45
7.60
37.66
26.70
18.51
23.32
10.54
5.35
28.08
17.00
2.77
5
13.09
14.02
7.60
31.45
24.26
15.72
21.44
9.28
5.20
10.54
14.39
2.77
6
12.72
10.00
8.56
23.80
20.04
13.46
16.79
8.56
5.20
6.85
11.26
3.04
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
16.79
14.95
10.00
17.86
19.16
11.98
13.83
10.72
5.06
4.52
8.56
3.72
8
16.36
16.36
10.36
15.93
16.58
11.26
16.58
9.28
4.93
3.85
7.30
3.44
9
13.65
21.92
11.08
15.13
14.57
12.17
16.14
7.90
4.80
3.72
5.80
2.64
10
11.98
27.25
11.44
14.57
14.02
11.80
13.83
7.60
4.80
3.72
5.80
2.64
11
11.44
30.29
12.35
14.20
16.36
12.91
15.72
7.45
4.66
3.72
7.15
2.64
12
10.90
23.80
12.91
14.57
23.32
29.45
23.32
8.20
4.52
3.58
7.00
7.75
13
10.36
14.95
16.58
14.76
29.45
53.00
14.76
23.09
4.52
3.44
5.20
4.80
14
10.00
12.35
17.86
13.83
21.44
26.15
11.98
56.60
4.39
3.04
5.50
4.80
15
10 00
9 82
16 14
13 46
19 37
18 30
11 26
23 56
4 26
3 04
5 20
3 58
.
.
.
.
.
.
.
.
.
.
.
.
16
10.00
11.08
14.02
14.76
16.14
15.72
10.54
16.36
4.12
2.90
5.06
3.44
17
9.82
9.82
18.30
18.94
14.39
13.83
9.82
11.98
4.12
2.90
5.06
3.18
18
9.64
11.44
19.80
15.93
15.13
12.54
9.64
10.90
3.98
2.77
4.93
4.52
19
10.18
15.13
26.43
13.83
14.95
13.65
9.46
10.00
3.85
2.77
5.65
5.06
20
10.00
11.26
107.23
13.46
14.39
13.65
9.10
9.10
3.72
2.77
7.30
3.04
21
10.00
10.90
61.15
12.54
21.21
16.58
52.20
8.74
3.58
2.90
5.80
2.64
22
9.46
9.64
47.25
13.09
15.72
22.86
30.00
8.56
3.58
3.18
4.39
2.64
23
8.56
9.46
30.29
13.46
14.57
16.36
40.76
8.38
3.44
3.31
4.26
2.64
24
8.20
9.28
23.09
14.95
12.72
14.39
17.44
8.20
3.31
3.85
4.39
2.64
25
8.05
9.10
17.65
24.78
12.17
22.15
16.14
7.90
3.18
4.39
4.26
2.64
26
7.75
9.10
15.50
53.80
11.26
17.22
23.56
6.10
3.18
4.93
4.26
2.64
27
7.45
8.92
14.39
36.73
13.28
13.83
50.60
5.80
3.04
4.66
4.26
2.64
28
7.30
8.74
15.31
26.15
41.38
47.60
32.61
5.80
3.04
4.39
4.12
2.64
29
7.15
8.56
14.02
21.68
68.78
64.06
20.98
5.65
3.04
4.39
4.12
2.50
30
7.15
8.20
23.32
35.80
48.65
29.18
16.36
5.65
2.90
4.66
2.50
31
8.05
61.15
31.45
14.02
2.90
9.46
2.50
----------
--------------
Total
327 61
384 34
613 93
819 32
736 59
625 18
628 56
350 62
129 47
212 46
243 90
101 15
5173 13 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.92
12.40
20.46
26.43
23.76
20.84
20.28
11.69
4.18
6.85
8.41
3.26
14.13 CMS
Max
18.30
30.29
107.23
93.00
68.78
64.06
52.20
56.60
5.65
63.64
30.29
7.75
107.23 CMS
Min
7.15
7.45
7.60
12.54
11.26
11.26
9.10
5.65
2.90
2.77
4.12
2.50
2.50 CMS
Runoff
28.31
33.21
53.04
70.79
63.64
54.02
54.31
30.29
11.19
18.36
21.07
8.74
446.96 MCM
117.20 CMS. at 15.48 m. (MSL.) at 06.00 Hours , on Jun 20 , 2011
Runoff Yield
21.52
178.460
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak