Basic HTML Version
373
250
300
350
Flow ? CMS
Flow of Khek River (N.24A)
at Ban Wang Nok Aen
Water Year 2011
100
150
200
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
1.20
50.10
91.20
37.00
63.90
146.10
112.90
24.30
8.40
4.00
2.50
1.00
2
1.30
53.30
70.30
72.90
194.10
143.20
110.50
23.50
8.20
3.90
2.40
0.90
3
1.60
37.90
62.40
57.50
150.80
227.50
135.20
22.70
8.00
3.80
2.70
0.80
4
1.70
14.20
53.70
59.90
118.30
153.10
142.20
21.70
7.80
3.70
3.70
0.80
5
1.70
22.40
55.20
49.90
88.40
126.50
113.20
20.80
7.60
3.70
5.20
0.70
6
1.50
50.30
62.50
45.40
66.90
217.20
119.80
20.10
7.20
3.60
4.40
0.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.80
62.00
69.90
35.20
55.60
242.60
107.00
19.60
7.10
3.60
4.20
0.50
8
2.80
51.00
56.50
28.70
51.20
180.60
84.20
19.20
7.00
3.50
3.80
0.50
9
2.70
55.00
50.10
25.40
56.90
226.30
74.50
18.40
6.80
3.50
3.20
0.50
10
4.30
34.80
42.40
29.40
53.10
262.40
67.30
19.30
6.70
3.40
2.70
0.50
11
4.50
28.90
36.30
22.70
47.70
212.40
62.20
18.60
6.50
3.40
2.50
1.40
12
3.90
26.50
48.40
22.40
66.30
186.00
59.00
18.70
6.20
3.20
2.30
3.90
13
2.30
19.20
41.80
20.30
82.80
291.80
64.20
18.40
6.10
3.10
2.20
1.90
14
2.40
7.80
53.10
37.90
68.80
298.90
62.40
16.90
6.00
3.00
2.00
1.50
15
2 30
32 30
36 80
39 20
63 50
230 20
68 60
15 60
5 90
2 90
2 00
1 50
.
.
.
.
.
.
.
.
.
.
.
.
16
1.60
28.40
32.30
50.30
76.40
250.00
88.80
14.90
5.80
2.90
1.90
1.80
17
2.30
17.90
51.20
43.10
104.80
215.00
62.00
14.40
5.70
2.80
1.80
2.30
18
2.10
18.00
51.40
34.10
107.60
170.30
53.30
14.00
5.50
2.80
1.70
5.60
19
3.40
33.50
82.30
99.60
76.40
149.70
48.40
13.70
5.40
2.70
1.70
3.80
20
3.00
84.20
56.90
74.50
103.10
141.20
44.10
13.30
5.20
2.60
1.60
2.70
21
4.30
78.20
45.60
74.10
173.80
148.60
45.00
12.90
5.20
2.60
1.50
2.00
22
2.80
43.30
47.70
80.70
194.60
144.60
43.70
12.30
5.10
2.70
1.50
1.70
23
4.40
26.80
36.80
80.50
147.50
149.30
37.00
12.40
5.00
3.20
1.40
1.40
24
6.30
19.50
31.30
60.30
108.10
203.40
34.50
11.80
4.90
3.40
1.30
1.20
25
3.30
18.70
27.50
54.80
81.90
172.50
33.30
11.40
4.70
3.10
1.20
1.10
26
2.90
20.80
31.80
70.50
73.80
143.90
31.80
10.30
4.60
3.00
1.10
1.00
27
2.80
34.30
36.30
71.00
75.40
153.50
30.20
9.30
4.50
3.30
1.10
0.80
28
4.30
31.40
32.40
57.60
82.10
173.40
28.90
8.80
4.40
3.20
1.10
0.60
29
6.00
64.40
32.80
61.00
74.70
147.50
27.80
8.70
4.30
2.80
1.10
0.50
30
14.70
138.70
28.90
50.90
164.30
133.40
26.50
8.60
4.20
2.70
0.50
31
124.60
40.70
217.70
25.40
4.10
2.50
0.40
----------
--------------
Total
101 20
1328 40
1455 80
1587 50
3090 50
5641 10
2043 90
474 60
184 10
98 60
65 80
44 40 16115 90 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.40
42.90
48.50
51.20
99.70
188.00
65.90
15.80
5.90
3.20
2.30
1.40
44.00 CMS
Max
14.70
138.70
91.20
99.60
217.70
298.90
142.20
24.30
8.40
4.00
5.20
5.60
298.90 CMS
Min
1.20
7.80
27.50
20.30
47.70
126.50
25.40
8.60
4.10
2.50
1.10
0.40
0.40 CMS
Runoff
8.74
114.77
125.78
137.16
267.02
487.39
176.59
41.01
15.91
8.52
5.69
3.84
1392.41 MCM
319.05 CMS. at 52.17 m. (MSL.) at 09.00 Hours , on Sep 13 , 2011
Runoff Yield
23.96
173.585
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak