Basic HTML Version
369
200
250
300
Flow ‐ CMS
Flow of Khek River (N.24A)
at Ban Wang Nok Aen
Water Year 2014
100
150
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
0.85
1.45
6.00
15.34
17.10
132.96
50.60
17.87
6.20
2.50
1.25
1.15
2
0.90
2.20
5.90
10.30
13.70
139.12
50.42
14.57
5.90
2.40
1.25
1.10
3
0.90
1.80
6.70
7.10
32.95
148.55
57.40
13.30
5.80
2.30
1.25
1.05
4
0.85
2.80
6.40
5.90
25.76
112.24
46.82
12.60
5.70
2.20
1.20
1.00
5
1.05
2.70
4.20
4.90
22.96
82.42
37.60
13.20
5.60
2.10
1.20
0.95
6
1.35
1.80
2.80
4.20
20.44
69.40
35.52
14.35
5.40
2.10
1.20
0.95
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.65
1.90
2.30
3.90
29.54
66.00
29.40
18.90
5.30
2.00
1.15
0.90
8
1.50
1.45
4.10
2.80
63.00
77.40
27.16
18.90
5.20
1.90
1.15
0.90
9
1.45
1.35
4.80
2.70
67.20
69.40
21.98
21.70
5.10
1.80
1.15
0.85
10
1.35
1.40
6.10
4.90
72.40
64.20
20.16
20.58
4.90
1.75
1.15
0.85
11
1.30
1.35
5.30
6.40
87.04
64.80
22.40
15.34
4.80
2.20
1.15
0.85
12
1.15
1.30
5.50
5.60
52.22
50.42
39.08
13.30
4.60
2.20
1.15
0.80
13
1.10
1.25
4.70
6.00
42.99
53.48
28.84
12.50
4.50
2.20
1.10
1.10
14
1.65
1.15
3.80
4.60
71.80
52.76
20.44
11.80
4.30
2.20
1.10
1.05
15
1 40
1 05
4 70
18 90
72 80
51 50
17 65
10 80
4 20
2 30
1 20
1 15
.
.
.
.
.
.
.
.
.
.
.
.
16
1.30
1.00
6.20
19.46
91.84
48.26
16.22
10.20
4.00
2.30
1.20
1.15
17
2.70
0.95
5.90
29.54
132.96
79.40
15.34
9.60
3.80
2.10
1.20
1.10
18
1.70
1.15
10.30
36.64
76.00
54.02
14.57
9.30
3.70
1.90
1.15
1.05
19
1.50
1.50
10.10
26.88
48.08
74.20
14.13
8.70
3.50
1.80
1.25
1.05
20
1.30
1.40
7.50
51.14
36.80
48.80
13.50
8.40
3.40
1.75
1.25
1.00
21
2.30
1.70
6.00
41.80
40.27
37.76
16.33
8.00
3.30
1.70
1.25
0.95
22
1.80
6.40
5.00
28.42
54.38
32.20
21.28
7.80
3.20
1.60
1.20
0.95
23
1.50
4.90
4.50
19.88
53.30
29.26
29.82
7.50
3.10
1.55
1.15
0.90
24
1.35
3.10
4.70
16.88
37.60
34.45
25.20
7.30
3.00
1.50
1.10
1.10
25
1.40
2.00
4.50
11.70
28.98
48.62
20.16
7.20
2.90
1.50
1.10
4.20
26
1.30
1.65
4.60
21.14
31.78
38.40
27.30
7.00
2.90
1.45
1.20
7.60
27
1.25
1.60
3.60
19.74
36.96
64.80
22.82
6.70
2.80
1.40
1.15
4.50
28
1.40
2.60
2.80
28.84
54.74
54.20
17.10
6.60
2.80
1.40
1.15
2.60
29
1.40
4.00
2.50
21.14
60.40
53.30
15.89
6.40
2.70
1.35
1.65
30
1.35
10.30
4.30
23.24
88.48
60.20
20.02
6.30
2.70
1.30
1.45
31
5.90
25.06
238.76
16.77
2.60
1.30
1.30
----------
--------------
Total
42 00
75 10
155 80
525 04
1803 23
1992 52
811 92
346 71
127 90
58 05
33 00
47 20
6018 47 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.40
2.42
5.19
16.94
58.17
66.42
26.19
11.56
4.13
1.87
1.18
1.52
16.49 CMS
Max
2.70
10.30
10.30
51.14
238.76
148.55
57.40
21.70
6.20
2.50
1.25
7.60
238.76 CMS
Min
0.85
0.95
2.30
2.70
13.70
29.26
13.50
6.30
2.60
1.30
1.10
0.80
0.80 CMS
Runoff
3.63
6.49
13.46
45.36
155.80
172.15
70.15
29.96
11.05
5.02
2.85
4.08
520.00 MCM
242.15 CMS. at 50.43 m. (MSL.) at 12.00 Hours , on Aug 31 , 2014
Runoff Yield
8.97
131.746
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak