Basic HTML Version
219
300
350
400
Flow ? CMS
Flow of Khlong Suan Mak (P.26A)
at Ban Mai
Water Year 2011
100
150
200
250
0
50
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
3.40
18.40
33.05
10.70
24.10
24.50
42.50
33.50
9.20
4.40
1.30
0.90
2
3.20
18.05
31.25
14.30
23.70
31.25
49.20
31.70
9.20
4.20
1.30
0.90
3
3.20
17.70
30.80
13.10
28.55
24.10
98.30
29.90
8.90
4.00
4.20
0.90
4
3.00
17.35
29.90
16.40
28.55
21.70
232.00
28.10
8.90
3.80
4.00
0.90
5
3.00
17.00
39.00
13.70
25.40
20.15
229.90
25.85
8.60
3.60
3.80
0.90
6
3.00
22.90
101.10
17.35
22.10
26.30
146.35
23.70
8.60
3.40
3.60
0.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.80
21.30
109.00
15.20
19.10
23.30
159.95
22.50
8.30
3.20
3.40
0.90
8
2.80
17.70
63.60
12.80
16.40
20.90
123.40
20.50
8.30
3.00
3.20
0.90
9
4.40
19.80
49.20
10.70
14.30
20.15
83.70
19.45
8.00
2.80
3.00
0.90
10
4.20
32.60
41.50
10.40
13.40
38.50
104.60
18.75
7.80
2.60
2.80
0.90
11
3.80
21.30
37.55
11.30
13.40
89.90
84.35
17.70
7.60
2.40
2.60
0.90
12
3.60
19.10
33.95
9.50
19.80
248.55
71.40
17.00
7.40
2.20
2.40
0.90
13
6.20
18.05
31.70
8.60
18.05
348.50
57.00
16.40
7.20
2.00
2.20
0.90
14
11.60
18.40
29.45
41.00
15.20
226.75
51.00
16.10
7.00
1.90
2.00
0.90
15
7 80
125 80
27 20
25 85
14 30
169 70
46 00
15 80
6 80
1 80
1 90
0 90
.
.
.
.
.
.
.
.
.
.
.
.
16
6.80
83.70
23.70
42.00
17.00
134.60
43.50
15.20
6.60
1.70
1.80
0.90
17
6.40
69.00
21.70
41.50
15.80
113.50
77.85
14.60
6.40
1.60
1.70
0.90
18
7.80
54.60
19.80
33.50
22.50
100.40
145.50
14.00
6.20
1.50
1.60
0.90
19
12.80
44.50
18.40
27.20
29.90
95.50
140.40
13.10
6.00
1.40
1.50
0.90
20
16.40
36.20
16.40
21.70
33.05
89.90
105.30
12.50
6.00
1.30
1.40
0.90
21
10.10
27.20
14.00
17.70
24.50
83.70
72.65
12.20
5.80
1.20
1.30
0.90
22
8.30
20.15
12.20
24.10
20.50
111.25
63.00
11.90
5.60
1.10
1.20
0.90
23
8.30
18.40
11.60
28.55
17.70
96.90
58.20
11.60
5.40
1.00
1.10
0.90
24
11.30
17.70
11.00
48.00
16.10
106.00
49.80
11.30
5.40
1.00
1.00
0.90
25
9.50
17.35
10.10
43.00
15.50
91.30
46.50
11.00
5.20
1.90
1.00
0.90
26
9.20
21.70
9.50
39.00
21.30
72.65
52.20
10.70
5.20
1.80
0.95
0.90
27
8.60
33.50
14.30
35.30
18.75
56.40
44.00
10.40
5.00
1.70
0.95
0.90
28
11.90
45.50
22.10
31.70
18.05
49.80
40.00
10.10
5.00
1.60
0.90
0.90
29
9.20
46.00
15.80
27.65
27.65
45.50
38.00
9.80
4.80
1.50
0.90
0.90
30
7.20
38.00
13.70
22.90
34.40
44.00
36.65
9.50
4.80
1.40
0.90
31
33.95
17.35
27.65
35.30
4.80
1.30
1.10
----------
--------------
Total
209 80
1012 90
922 55
732 05
656 70
2625 65
2628 50
514 85
210 00
68 30
59 00
28 10
9668 40 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.99
32.67
30.75
23.61
21.18
87.52
84.79
17.16
6.77
2.20
2.03
0.91
26.42 CMS
Max
16.40
125.80
109.00
48.00
34.40
348.50
232.00
33.50
9.20
4.40
4.20
1.10
348.50 CMS
Min
2.80
17.00
9.50
8.60
13.40
20.15
35.30
9.50
4.80
1.00
0.90
0.90
0.90 CMS
Runoff
18.13
87.52
79.71
63.25
56.74
226.86
227.10
44.48
18.14
5.90
5.10
2.43
835.35 MCM
375.30 CMS. at 88.91 m. (MSL.) at 06.00 Hours , on Sep 13 , 2011
Runoff Yield
27.12
385.318
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak