Basic HTML Version
649
140
160
180
200
Flow ‐ CMS
Flow of Khlong U ‐ Taphao (X.90)
at Ban Bang Sala
Water Year 2012
60
80
100
120
0
20
40
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
33.20
33.20
28.15
32.00
39.20
35.60
35.00
12.63
89.70
13.80
47.25
49.20
2
27.60
28.15
24.85
38.00
44.00
33.80
24.85
9.67
130.00
15.40
47.90
45.30
3
39.20
38.60
21.55
38.60
42.80
31.45
36.80
9.67
190.00
16.60
45.30
42.80
4
27.05
27.60
27.05
33.20
42.20
29.80
42.20
7.45
187.75
35.00
44.65
40.40
5
24.85
26.50
35.60
31.45
40.40
27.60
38.60
9.67
94.80
32.60
44.00
24.85
6
52.45
31.45
32.60
39.20
38.60
26.50
34.40
7.82
46.60
19.00
47.90
14.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
69.75
23.20
29.25
41.60
39.80
25.40
39.80
9.30
25.40
13.00
47.90
18.60
8
44.00
30.90
30.90
37.40
38.60
27.05
39.20
9.30
16.60
13.80
40.40
16.60
9
41.00
23.20
30.35
33.20
35.00
35.00
28.70
8.56
13.00
13.00
39.80
17.00
10
29.25
29.80
27.05
39.20
32.00
63.75
35.00
8.56
13.80
12.26
40.40
17.00
11
47.25
31.45
29.80
42.20
31.45
61.50
35.00
11.52
42.20
11.89
42.20
15.00
12
33.20
25.95
27.60
33.20
30.90
48.55
38.60
11.15
36.20
13.00
45.30
15.40
13
57.00
28.70
33.20
37.40
31.45
44.00
19.00
12.63
26.50
11.52
41.60
15.80
14
84.80
24.30
29.25
39.20
23.20
38.00
17.40
21.00
19.40
12.26
41.60
15.40
15
48 55
29 25
26 50
32 60
25 95
28 15
17 40
18 20
16 60
11 15
41 00
13 40
.
.
.
.
.
.
.
.
.
.
.
.
16
53.75
36.80
28.70
32.00
35.60
63.00
17.00
11.89
53.10
11.52
41.00
15.80
17
57.00
27.60
28.70
32.60
42.20
39.20
16.20
11.52
77.60
12.63
39.80
18.20
18
69.00
24.85
30.35
35.00
27.60
47.25
12.63
11.52
53.75
11.52
39.20
20.60
19
93.10
24.30
30.90
35.60
22.10
42.20
20.60
15.00
33.20
8.93
39.20
21.00
20
85.60
24.30
30.90
36.80
20.60
41.60
17.00
19.80
31.45
9.67
42.20
22.10
21
68.25
25.40
30.90
38.60
20.20
44.65
13.80
13.40
25.40
10.78
43.40
23.75
22
49.20
24.85
30.90
42.20
21.00
45.30
11.52
12.26
38.60
9.67
42.80
24.30
23
40.40
23.75
32.00
35.00
22.10
40.40
12.26
11.89
52.45
7.82
39.20
25.95
24
32.60
22.65
36.80
31.45
25.40
36.80
10.41
10.78
57.00
8.93
38.60
27.05
25
33.20
24.30
33.80
34.40
27.05
37.40
11.15
15.40
47.25
28.15
39.80
31.45
26
28.15
26.50
30.90
36.20
26.50
38.00
10.41
26.50
35.00
38.60
32.00
35.60
27
32.00
32.60
35.60
45.30
28.70
49.20
11.15
41.60
26.50
33.20
67.50
38.60
28
32.00
36.20
33.80
47.25
35.60
60.00
9.67
70.50
19.00
33.20
66.00
38.60
29
28.15
25.95
32.00
37.40
35.60
58.50
8.93
80.00
16.20
35.60
39.20
30
38.00
26.50
32.60
36.20
46.60
42.20
10.41
58.50
13.40
41.00
38.60
31
28.15
35.60
44.65
8.56
13.40
44.00
39.20
----------
--------------
Total
1399 55
866 95
912 55
1140 05
1017 05
1241 85
683 65
577 69
1541 85
589 50
1227 90
821 35 12019 94 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
46.65
27.97
30.42
36.78
32.81
41.40
22.05
19.26
49.74
19.02
43.85
26.50
32.93 CMS
Max
93.10
38.60
36.80
47.25
46.60
63.75
42.20
80.00
190.00
44.00
67.50
49.20
190.00 CMS
Min
24.85
22.65
21.55
31.45
20.20
25.40
8.56
7.45
13.00
7.82
32.00
13.40
7.45 CMS
Runoff
120.92
74.90
78.84
98.50
87.87
107.30
59.07
49.91
133.22
50.93
106.09
70.97
1038.52 MCM
205.75 CMS. at 4.98 m. (MSL.) at 18.00 Hours , on Dec 3 , 2012
Runoff Yield
21.29
132.999
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak