Basic HTML Version
561
600
700
800
Flow ? CMS
Flow of Khlong Yai (Z.10)
at Ban Si Bua Thong
Water Year 2011
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
26.25
25.00
28.25
128.10
193.15
296.30
121.30
28.75
7.50
3.60
1.65
9.00
2
25.75
19.50
27.25
123.30
249.00
214.30
124.50
26.25
7.25
3.40
1.20
5.75
3
27.25
19.00
25.75
99.30
186.85
157.70
132.50
25.50
7.00
3.00
1.95
4.40
4
33.50
14.25
28.00
101.30
129.30
138.50
134.50
25.25
7.00
3.20
5.50
3.80
5
47.10
14.25
26.50
81.75
96.50
195.85
138.90
24.25
7.00
3.00
6.50
3.60
6
53.10
20.25
26.75
70.90
112.90
242.50
192.25
22.00
6.25
2.85
5.50
3.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
50.10
17.00
28.50
63.90
106.10
162.10
182.35
20.50
7.75
2.70
4.20
4.60
8
53.10
16.50
26.25
58.65
101.70
301.10
219.70
24.25
6.00
2.70
4.40
7.50
9
51.30
27.00
25.75
144.90
85.25
432.40
167.05
25.75
5.75
2.55
5.75
10.50
10
51.60
33.00
24.50
156.50
151.30
407.20
136.10
23.00
5.50
2.40
6.25
30.75
11
59.35
31.00
23.50
119.70
262.70
444.40
127.70
20.75
4.80
2.40
8.00
17.50
12
68.45
24.25
22.00
96.90
197.65
667.00
113.70
19.50
4.60
2.40
7.50
12.75
13
41.70
24.50
26.50
132.10
127.70
697.00
109.30
18.00
4.40
2.25
7.25
10.25
14
53.70
23.75
39.00
138.90
99.70
541.00
149.30
17.75
3.60
2.10
6.75
8.50
15
49 20
23 50
64 25
166 60
128 50
418 80
129 30
17 75
2 85
1 95
6 00
8 00
.
.
.
.
.
.
.
.
.
.
.
.
16
43.20
20.00
237.70
161.20
167.50
292.10
98.90
17.75
4.00
1.80
5.50
7.75
17
37.50
17.00
362.30
123.70
195.40
164.35
83.50
16.00
2.70
1.50
6.75
7.50
18
35.25
100.10
465.30
94.10
146.10
130.50
73.35
14.75
2.40
1.95
13.00
12.00
19
32.75
59.35
459.00
79.65
164.35
134.90
59.35
14.75
1.65
2.55
13.25
10.50
20
32.75
41.70
398.80
101.30
138.50
158.50
65.65
14.50
1.50
3.20
11.00
8.50
21
47.10
33.75
337.70
204.85
110.10
197.20
56.20
14.25
1.95
4.80
9.25
7.00
22
52.80
28.00
227.80
197.20
92.90
256.70
48.00
13.00
1.65
4.40
7.25
5.50
23
68.80
28.25
152.10
139.70
82.10
257.90
43.20
12.75
2.40
4.00
6.25
4.40
24
86.65
30.25
97.30
213.85
71.95
281.90
39.60
12.50
4.00
6.00
6.25
4.80
25
64.25
26.75
75.80
190.00
80.35
235.90
38.70
12.25
4.00
5.00
4.40
7.75
26
84.55
29.25
74.05
154.90
80.00
217.00
38.70
9.75
4.00
4.40
10.25
8.00
27
81.40
26.00
137.30
136.90
112.10
203.50
34.50
8.50
4.00
4.00
6.50
6.75
28
26.25
25.75
235.00
114.50
176.95
175.60
53.70
8.25
4.00
4.60
8.25
5.75
29
22.50
26.00
245.50
144.90
254.90
163.45
38.10
8.00
3.00
5.25
5.75
5.75
30
26.50
36.75
173.80
163.00
367.70
151.30
30.75
7.75
2.85
4.00
5.00
31
32.50
142.10
326.90
29.75
2.85
4.00
2.10
----------
--------------
Total
1433 70
894 15
4122 20
4044 65
4796 10
8336 95
3010 40
524 00
134 20
101 95
192 05
249 15 27839 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
47.79
28.84
137.41
130.47
154.71
277.90
97.11
17.47
4.33
3.29
6.62
8.04
76.06 CMS
Max
86.65
100.10
465.30
213.85
367.70
697.00
219.70
28.75
7.75
6.00
13.25
30.75
697.00 CMS
Min
22.50
14.25
22.00
58.65
71.95
130.50
29.75
7.75
1.50
1.50
1.20
2.10
1.20 CMS
Runoff
123.87
77.26
356.16
349.46
414.38
720.31
260.10
45.27
11.60
8.81
16.59
21.53
2405.33 MCM
789.00
Runoff Yield
97.64
112.837
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 15.31 m. (MSL), at 01.00 Hours, on Sep 13, 2011
Momentary Peak