Basic HTML Version
407
140
160
180
200
Flow ? CMS
Flow of Khlong Tron (N.72)
at Ban Wang Pla Kod
Water Year 2011
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
1.80
10.60
9.30
3.20
183.90
21.90
36.80
4.20
2.00
0.70
0.40
0.70
2
1.50
8.10
5.00
3.60
148.40
25.40
52.40
4.20
2.00
0.70
0.30
0.70
3
1.60
4.60
3.30
6.00
133.30
27.40
60.70
4.20
1.80
0.60
0.40
0.60
4
3.60
2.70
4.50
6.30
154.70
17.80
61.30
3.40
1.50
0.60
0.90
0.60
5
1.30
3.00
10.50
3.50
93.80
26.50
48.60
3.50
1.40
0.60
1.60
0.60
6
1.60
2.70
10.40
2.40
51.90
58.20
37.80
3.20
1.40
0.60
1.80
0.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.90
2.10
6.40
2.10
41.00
56.90
29.10
3.20
1.40
0.60
1.80
0.60
8
1.20
1.90
3.80
2.00
33.00
35.90
23.80
3.00
1.40
0.60
1.90
0.60
9
6.70
1.70
2.70
2.00
27.10
32.80
19.20
3.10
1.40
3.90
2.00
3.90
10
9.90
2.40
2.30
4.70
22.70
109.40
17.40
3.30
1.40
3.70
2.00
3.80
11
6.00
2.00
2.10
4.00
46.90
114.90
16.30
4.20
1.40
3.50
2.00
3.50
12
4.20
1.80
2.10
3.90
114.50
57.40
13.80
2.90
1.40
3.30
2.00
3.40
13
4.30
1.60
2.10
7.40
93.50
72.40
16.00
3.10
1.40
2.70
2.00
2.80
14
4.20
1.50
2.70
8.40
82.10
130.30
28.10
3.00
1.40
2.50
1.80
2.50
15
3 10
2 50
2 10
8 70
82 90
109 10
23 90
2 80
1 30
2 40
1 40
2 40
.
.
.
.
.
.
.
.
.
.
.
.
16
2.70
5.60
2.00
8.90
34.90
92.00
30.20
2.70
1.30
2.30
1.20
2.30
17
2.10
5.70
2.40
16.30
43.80
69.00
19.20
2.60
1.30
2.20
1.20
2.20
18
1.20
8.40
3.30
30.60
85.20
53.60
17.30
2.60
1.30
2.10
1.00
2.10
19
0.70
11.40
2.30
13.60
100.70
41.60
14.10
2.50
1.30
1.80
0.90
1.90
20
13.60
16.30
2.00
10.60
86.40
40.00
13.80
2.50
1.20
1.40
1.00
1.60
21
4.40
12.00
1.70
15.50
79.00
41.80
12.00
2.50
1.20
1.20
1.30
1.30
22
2.60
5.20
1.70
17.60
61.30
51.30
8.70
2.50
1.20
1.10
1.60
1.10
23
6.60
3.20
1.60
16.00
40.20
78.20
8.10
2.50
1.20
1.20
1.70
1.20
24
15.50
2.40
1.60
16.00
29.70
59.10
7.20
2.50
1.10
1.30
1.80
1.30
25
13.70
2.00
1.70
14.90
23.50
42.20
6.60
2.40
1.00
1.30
1.90
1.30
26
6.40
2.10
3.50
11.30
23.80
33.80
5.80
2.40
1.00
1.30
1.90
1.30
27
4.10
5.70
13.30
11.20
24.30
30.10
4.50
2.40
0.90
1.20
1.90
1.30
28
3.10
12.70
11.40
10.70
48.80
91.10
5.70
2.40
0.90
0.90
1.90
1.00
29
2.70
6.80
7.20
20.90
38.20
76.60
5.20
2.40
0.90
0.60
1.80
0.60
30
2.50
15.50
5.70
15.70
28.60
58.00
4.20
2.40
0.90
0.50
0.50
31
24.20
13.70
29.10
3.50
0.90
0.40
0.40
----------
--------------
Total
133 80
188 40
130 70
311 70
2087 20
1754 70
651 30
88 60
40 20
47 80
43 40
48 70
5526 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.50
6.10
4.40
10.10
67.30
58.50
21.00
3.00
1.30
1.50
1.50
1.60
15.10 CMS
Max
15.50
24.20
13.30
30.60
183.90
130.30
61.30
4.20
2.00
3.90
2.00
3.90
183.90 CMS
Min
0.70
1.50
1.60
2.00
22.70
17.80
3.50
2.40
0.90
0.40
0.30
0.40
0.30 CMS
Runoff
11.56
16.28
11.29
26.93
180.33
151.61
56.27
7.66
3.47
4.13
3.75
4.21
477.49 MCM
194.46 CMS. at 69.89 m. (MSL.) at 09.00 Hours , on Aug 1 , 2011
Runoff Yield
67.11
864.267
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak