Basic HTML Version
675
600
700
800
Flow ‐ CMS
Flow of Khlong U ‐ Taphao (X.90)
at Ban Bang Sala
Water Year 2014
200
300
400
500
0
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
14.25
6.50
2.30
1.80
3.20
10.25
2.67
15.87
1.90
56.10
11.32
3.37
2
29.00
12.30
10.00
1.30
3.72
0.00
2.00
11.65
1.20
42.00
10.50
2.40
3
43.60
9.00
7.75
1.00
3.90
0.40
1.90
8.00
0.10
32.60
9.25
1.50
4
28.40
6.50
5.13
1.00
4.43
0.60
2.00
3.90
6.00
22.60
8.25
1.10
5
25.15
7.25
11.65
0.80
4.78
0.25
2.20
5.30
2.20
17.18
13.27
1.80
6
41.20
9.00
8.75
0.40
5.13
0.25
4.08
23.02
1.30
14.90
17.18
2.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
33.20
5.48
7.50
0.25
4.95
0.00
8.75
11.00
2.00
13.27
17.18
3.02
8
30.20
3.37
5.83
0.35
4.60
0.00
9.50
9.00
1.80
15.55
15.87
3.02
9
29.60
4.60
4.25
0.70
4.78
0.15
7.75
27.80
12.95
15.87
13.60
2.67
10
26.60
3.90
3.37
0.90
9.25
0.10
6.25
30.20
10.00
12.62
11.32
7.75
11
24.72
5.30
2.50
2.67
10.25
0.50
5.30
16.52
6.50
9.00
9.25
10.25
12
23.87
4.95
1.90
4.78
9.25
1.70
4.08
15.55
5.30
16.20
6.50
13.27
13
23.45
3.90
1.20
6.50
7.00
3.55
10.25
10.25
2.67
14.25
6.75
12.62
14
22.60
2.40
1.00
5.48
7.00
3.02
9.25
7.25
10.75
8.50
8.25
11.97
15
19 20
0 80
1 70
3 55
13 92
3 90
11 97
6 00
84 75
9 00
8 75
11 65
.
.
.
.
.
.
.
.
.
.
.
.
16
13.27
1.30
2.67
2.67
11.65
3.20
22.60
5.83
16.20
11.97
9.00
11.65
17
13.27
0.80
4.43
1.90
9.25
1.30
28.40
5.83
150.80
12.62
9.00
10.75
18
12.95
1.10
5.48
1.20
7.00
2.50
28.40
1.40
412.40
11.00
9.25
9.75
19
11.32
2.00
5.65
0.40
4.78
0.30
18.77
1.70
571.60
9.50
9.25
9.25
20
9.25
2.00
5.13
0.35
1.80
0.35
10.25
0.70
487.40
11.97
9.00
9.25
21
6.50
1.90
4.60
0.10
1.40
0.05
5.65
1.40
377.20
15.87
8.25
9.25
22
6.25
5.13
3.90
0.00
0.90
0.00
2.30
1.20
501.90
14.90
6.25
9.00
23
5.65
6.75
3.55
0.00
0.30
0.00
1.50
3.55
639.60
10.25
6.25
9.00
24
5.65
8.25
2.67
0.00
0.25
0.00
1.50
20.05
655.00
7.25
6.25
9.00
25
4.78
7.75
3.02
0.00
0.30
0.00
3.72
154.60
554.80
7.75
6.00
8.75
26
4.78
6.00
3.02
0.00
1.20
1.30
3.72
49.20
440.20
15.22
5.65
7.75
27
4.78
4.43
3.90
0.00
5.13
1.60
7.50
15.55
285.90
19.20
4.25
7.25
28
6.25
3.90
3.90
0.40
9.00
0.90
27.80
8.25
195.60
14.57
4.25
6.75
29
7.00
3.37
3.72
1.00
15.22
3.72
28.40
5.83
161.75
9.50
6.50
30
6.25
1.90
3.55
1.60
13.60
3.37
31.40
2.00
141.20
10.50
6.50
31
2.67
2.10
13.27
20.47
110.75
11.00
6.50
----------
--------------
Total
532 99
144 50
134 02
43 20
191 21
43 26
330 33
478 40
5851 72
492 71
259 89
225 59
8727 82 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
17.77
4.66
4.47
1.39
6.17
1.44
10.66
15.95
188.77
15.89
9.28
7.28
23.91 CMS
Max
43.60
12.30
11.65
6.50
15.22
10.25
31.40
154.60
655.00
56.10
17.18
13.27
655.00 CMS
Min
4.78
0.80
1.00
0.00
0.25
0.00
1.50
0.70
0.10
7.25
4.25
1.10
0.00 CMS
Runoff
46.05
12.49
11.58
3.73
16.52
3.74
28.54
41.33
505.59
42.57
22.45
19.49
754.08 MCM
668.30 CMS. at 8.41 m. (MSL.) at 07.00 Hours , on Dec 24 , 2014
Runoff Yield
15.46
431.997
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak