Basic HTML Version
541
300
350
400
Flow ‐ CMS
Flow of Khlong Yai (Z.10)
at Ban Si Bua Thong
Water Year 2012
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
5.40
55.68
100.76
76.92
164.52
116.72
138.36
18.22
29.41
5.68
4.00
2.24
2
6.80
48.64
107.98
158.48
169.20
111.78
117.48
15.94
23.47
5.40
3.92
2.32
3
6.24
37.08
109.50
137.48
217.58
121.20
111.02
12.71
20.50
4.98
3.84
2.48
4
4.70
36.24
215.92
119.88
140.12
163.54
80.66
12.71
18.98
4.70
3.76
3.92
5
4.84
37.08
233.82
121.20
105.70
108.74
73.86
12.33
13.28
4.00
3.68
4.70
6
17.46
39.60
99.24
102.28
86.32
120.32
107.98
12.33
12.14
4.28
3.52
3.84
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
11.95
45.20
103.80
94.68
78.28
153.42
101.90
14.04
11.00
4.70
3.52
3.28
8
17.65
55.68
183.76
94.30
75.56
214.84
95.44
13.09
10.72
4.56
3.52
2.88
9
11.95
35.12
136.60
97.72
79.98
145.60
88.60
14.42
10.16
4.28
3.52
2.64
10
27.52
28.87
104.18
76.24
85.94
111.78
90.88
15.75
10.16
4.00
4.28
2.64
11
16.89
21.85
97.72
69.10
81.00
99.62
83.28
12.90
9.88
4.28
4.42
2.40
12
11.00
14.80
104.94
100.38
66.04
91.26
64.68
11.57
9.46
3.84
3.92
2.40
13
10.30
32.65
117.10
160.78
63.36
180.12
58.24
10.86
9.32
3.28
3.52
2.40
14
11.00
36.52
85.94
159.40
56.64
158.94
54.72
10.58
8.90
3.04
3.44
2.48
15
22 12
20 50
71 14
87 08
54 40
298 12
52 48
10 16
8 20
3 28
3 28
3 44
.
.
.
.
.
.
.
.
.
.
.
.
16
14.42
24.01
104.56
77.60
59.20
238.46
58.88
9.60
7.78
3.28
3.04
4.28
17
10.72
43.24
75.56
66.04
90.12
190.54
50.88
13.09
7.64
2.96
3.04
3.36
18
15.94
40.44
96.96
88.60
143.76
167.64
37.08
12.52
7.50
3.84
3.04
3.28
19
10.58
41.56
81.38
70.80
139.68
192.16
31.30
13.28
7.78
3.28
3.12
3.12
20
9.46
59.20
59.84
111.78
110.64
142.84
28.87
21.04
7.22
2.56
2.96
2.88
21
7.78
31.03
48.32
151.58
78.96
161.24
27.52
43.24
6.80
2.56
2.88
2.72
22
7.36
29.68
42.96
74.20
75.56
122.08
24.01
52.16
6.94
2.48
2.80
2.56
23
6.94
27.52
36.80
72.84
95.06
96.96
22.39
25.90
5.54
2.48
2.80
2.40
24
7.08
25.90
37.08
63.36
75.90
96.96
21.04
39.88
4.14
2.56
2.64
2.24
25
6.10
149.28
35.12
89.74
89.74
160.32
21.58
50.24
5.12
2.88
2.56
0.96
26
4.98
229.18
32.38
108.74
133.08
119.44
19.74
26.98
6.66
3.20
2.56
0.24
27
5.68
287.24
41.84
204.04
277.00
84.04
18.22
27.79
6.24
3.92
2.32
0.80
28
5.68
241.36
51.20
124.72
342.68
203.50
17.27
23.20
6.10
4.70
2.24
1.60
29
8.34
209.44
62.40
168.16
320.88
203.50
17.65
47.72
6.10
4.98
1.60
30
35.12
181.68
48.96
270.18
230.92
155.26
17.65
54.08
6.38
4.70
1.60
31
111.02
294.28
137.48
20.50
6.94
4.56
1.60
----------
--------------
Total
342 00
2277 29
2727 76
3692 58
3925 30
4530 94
1754 16
658 33
310 46
119 24
92 14
79 30 20509 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.40
73.46
90.93
119.12
126.62
151.03
56.59
21.94
10.01
3.85
3.29
2.56
56.19 CMS
Max
35.12
287.24
233.82
294.28
342.68
298.12
138.36
54.08
29.41
5.68
4.42
4.70
342.68 CMS
Min
4.70
14.80
32.38
63.36
54.40
84.04
17.27
9.60
4.14
2.48
2.24
0.24
0.24 CMS
Runoff
29.55
196.76
235.68
319.04
339.15
391.47
151.56
56.88
26.82
10.30
7.96
6.85
1772.02 MCM
354.92
Runoff Yield
72.13
455.610
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 11.69 m. (MSL.), at 20.00 Hours, on Aug 28, 2012
Momentary Peak