Basic HTML Version
263
400
500
600
Flow ‐ CMS
Flow of Wang River (W.5A)
at Ban Ko Kha
Water Year 2012
200
300
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
13.16
2.58
26.20
15.00
23.00
33.05
47.40
31.00
13.16
5.80
10.40
3.50
2
11.32
3.50
23.00
11.32
19.80
21.40
72.00
33.05
10.40
5.80
10.40
3.50
3
7.64
11.32
23.00
9.48
18.20
80.10
104.40
27.80
13.16
5.34
10.40
3.96
4
4.88
9.48
23.00
11.32
18.20
258.00
123.30
35.10
14.08
4.42
11.32
4.88
5
5.34
9.48
23.00
39.20
19.80
226.05
190.55
59.70
11.32
3.96
11.32
5.80
6
5.80
15.00
24.60
26.20
19.80
147.35
236.70
39.20
8.56
3.96
9.48
5.34
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.12
162.60
29.40
31.00
23.00
153.45
197.65
26.20
6.72
5.34
6.72
3.96
8
1.66
243.80
47.40
18.20
43.30
354.00
109.80
19.80
6.72
6.72
5.34
8.56
9
1.20
153.45
72.00
37.15
31.00
385.50
74.70
19.80
5.34
6.72
4.42
11.32
10
2.12
90.90
59.70
35.10
27.80
320.40
57.65
13.16
4.88
7.64
3.96
13.16
11
8.56
61.75
53.55
27.80
29.40
324.30
45.35
11.32
4.88
7.64
3.96
11.32
12
13.16
39.20
49.45
19.80
26.20
240.25
41.25
10.40
4.42
9.48
3.50
11.32
13
11.32
29.40
41.25
16.60
21.40
165.65
39.20
9.48
4.42
10.40
3.04
11.32
14
6.72
24.60
37.15
15.00
16.60
138.20
35.10
13.16
4.42
8.56
3.04
8.56
15
19 80
37 15
16 60
15 00
408 00
31 00
11 32
4 42
9 48
3 04
6 72
5.80
.
.
.
.
.
.
.
.
.
.
.
16
5.80
16.60
31.00
18.20
13.16
487.20
27.80
9.48
5.80
13.16
3.50
4.88
17
5.34
18.20
27.80
16.60
14.08
277.50
27.80
8.56
4.88
13.16
4.88
4.88
18
4.88
19.80
29.40
14.08
13.16
141.25
27.80
7.64
4.42
13.16
5.34
4.42
19
4.88
23.00
24.60
13.16
9.48
82.80
26.20
7.64
3.96
12.24
6.72
3.96
20
4.42
23.00
16.60
15.00
11.32
59.70
26.20
7.64
3.96
11.32
6.72
3.50
21
4.42
24.60
16.60
19.80
63.80
53.55
21.40
6.72
3.96
11.32
9.48
3.50
22
3.96
24.60
10.40
16.60
96.30
47.40
19.80
6.72
3.96
8.56
10.40
3.50
23
3.96
23.00
9.48
13.16
59.70
35.10
19.80
9.48
3.96
5.80
8.56
3.50
24
3.50
23.00
10.40
23.00
47.40
35.10
19.80
23.00
3.96
4.42
7.64
3.96
25
3.50
33.05
10.40
51.50
45.35
35.10
18.20
24.60
3.96
3.96
5.34
4.42
26
3.04
37.15
11.32
45.35
35.10
35.10
18.20
24.60
3.04
3.96
4.88
5.80
27
3.04
29.40
11.32
33.05
88.20
35.10
14.08
21.40
2.12
3.96
4.42
6.72
28
3.04
29.40
33.05
37.15
65.85
47.40
11.32
26.20
3.96
3.96
3.96
7.64
29
2.58
35.10
19.80
39.20
59.70
55.60
11.32
33.05
4.42
3.96
8.56
30
2.58
39.20
14.08
33.05
47.40
43.30
11.32
29.40
4.88
3.96
9.48
31
31.00
33.05
27.80
15.00
5.34
8.56
8.56
----------
--------------
Total
159 74
1306 96
846 10
751 72
1050 30
4726 90
1722 09
606 62
183 48
226 72
182 18
200 50 11963 31 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.32
42.16
28.20
24.25
33.88
157.56
55.55
20.22
5.92
7.31
6.51
6.47
32.78 CMS
Max
13.16
243.80
72.00
51.50
96.30
487.20
236.70
59.70
14.08
13.16
11.32
13.16
487.20 CMS
Min
1.20
2.58
9.48
9.48
9.48
21.40
11.32
6.72
2.12
3.96
3.04
3.50
1.20 CMS
Runoff
13.80
112.92
73.10
64.95
90.75
408.40
148.79
52.41
15.85
19.59
15.74
17.32
1033.63 MCM
590.70 CMS. at 218.71 m. (MSL.) at 06.00 Hours , on Sep 16 , 2012
Runoff Yield
6.21
111.917
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak