Basic HTML Version
631
300
350
400
450
Flow ‐ CMS
Flow of Khlong Tha Sae (X.64)
at Ban Tha Sae
Water Year 2014
150
200
250
0
50
100
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
1.88
1.25
16.50
6.25
22.50
5.25
14.80
32.10
13.80
5.50
4.50
3.38
2
1.63
1.50
5.13
7.25
16.50
5.75
42.80
47.10
13.80
5.25
4.25
2.50
3
1.50
1.50
7.50
5.50
10.65
5.75
36.33
39.30
13.40
5.25
4.25
2.50
4
1.25
1.25
7.85
4.37
14.20
5.63
60.25
53.25
45.30
5.00
3.87
2.25
5
1.25
1.25
7.50
4.37
19.75
5.25
77.75
33.88
31.65
5.00
3.87
1.75
6
1.00
1.25
7.50
6.00
25.50
5.50
70.25
44.40
60.00
5.25
3.75
2.25
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.75
1.75
5.25
6.87
33.53
11.80
37.03
49.13
107.75
5.25
3.75
2.25
8
3.87
1.88
2.63
5.00
43.15
30.90
97.25
61.00
39.83
5.50
3.75
2.25
9
7.37
1.63
3.13
7.37
34.23
35.97
131.37
57.00
22.75
5.63
3.75
2.13
10
3.63
1.50
4.87
9.60
30.60
33.70
62.25
101.45
26.50
6.87
3.50
2.00
11
3.25
3.25
6.37
13.80
18.00
21.00
39.65
105.50
19.75
44.40
2.88
2.00
12
2.38
8.55
3.13
21.00
16.25
14.20
28.50
75.50
17.50
14.40
2.63
1.88
13
2.00
5.25
3.75
18.75
13.60
10.83
31.05
40.35
14.60
5.63
2.25
1.75
14
1.88
3.87
32.10
13.40
10.65
8.90
35.63
38.60
13.80
5.75
2.13
1.75
15
1 75
2 88
31 80
20 50
10 30
8 38
76 50
166 52
13 00
6 63
2 00
1 75
.
.
.
.
.
.
.
.
.
.
.
.
16
2.00
2.63
37.55
129.67
10.65
9.60
135.30
108.87
12.60
5.87
2.25
1.75
17
2.00
2.38
82.25
40.35
10.13
34.93
44.85
381.25
11.40
5.75
3.75
1.50
18
2.38
2.00
40.53
30.60
14.40
45.53
35.97
177.60
10.65
5.63
2.50
2.25
19
2.88
2.25
26.00
31.20
13.80
30.60
34.93
60.50
8.38
5.50
2.50
2.00
20
2.50
2.25
22.75
45.97
12.20
22.00
45.97
34.40
7.25
5.37
2.50
2.25
21
2.13
1.75
4.12
46.43
9.95
14.60
62.75
20.75
7.13
4.87
2.88
2.00
22
1.88
1.38
7.85
40.70
8.73
9.95
70.50
29.25
8.02
5.63
2.75
1.75
23
1.75
1.38
20.50
40.35
4.75
14.20
37.90
30.60
7.68
5.50
2.75
1.75
24
1.75
1.38
48.90
43.95
4.00
8.38
31.20
37.03
6.87
5.25
2.75
1.75
25
1.88
2.50
42.28
41.75
8.90
10.30
30.00
18.50
6.75
5.25
4.75
2.25
26
1.50
1.63
36.50
30.00
9.25
32.25
32.85
14.80
6.63
5.13
4.00
4.62
27
1.25
2.75
18.50
24.25
10.30
20.75
33.18
30.45
6.75
5.00
2.50
4.62
28
1.25
9.43
11.00
30.75
16.00
15.25
30.45
23.75
19.50
4.75
4.00
6.37
29
1.25
5.25
10.48
31.95
9.95
33.88
41.58
15.00
12.80
4.75
5.00
30
1.00
5.00
9.43
33.53
7.50
39.13
40.53
14.00
6.13
4.62
4.37
31
4.75
32.70
5.50
53.25
5.50
4.50
4.25
----------
--------------
Total
62 79
87 27
563 65
824 18
475 42
550 16
1602 62
1941 83
597 47
214 68
91 01
80 87
7091 95 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.09
2.82
18.79
26.59
15.34
18.34
51.70
64.73
19.27
6.93
3.25
2.61
19.43 CMS
Max
7.37
9.43
82.25
129.67
43.15
45.53
135.30
381.25
107.75
44.40
4.75
6.37
381.25 CMS
Min
0.75
1.25
2.63
4.37
4.00
5.25
14.80
14.00
5.50
4.50
2.00
1.50
0.75 CMS
Runoff
5.43
7.54
48.70
71.21
41.08
47.53
138.47
167.77
51.62
18.55
7.86
6.99
612.75 MCM
393.75 CMS. at 16.31 m. (MSL.) at 07.00 Hours , on Nov 17 , 2014
Runoff Yield
20.54
416.226
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak