Basic HTML Version
291
1200
1400
1600
Flow ? CMS
Flow of Wang River (W.23)
at Ban Chiang Rai
Water Year 2011
400
600
800
1000
0
200
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
12.50
31.40
69.50
104.40
51.30
266.10
507.80
76.10
28.20
12.80
7.20
10.00
2
16.00
31.00
61.70
93.60
170.70
249.30
398.20
82.40
34.10
12.80
7.50
10.70
3
20.60
27.40
51.90
72.10
528.80
306.60
553.50
74.70
33.70
12.80
25.10
10.00
4
22.90
27.40
52.60
78.20
655.60
296.20
791.20
70.10
32.70
14.20
31.00
10.40
5
18.80
46.70
66.80
138.00
834.00
247.10
985.20
66.20
31.80
14.60
34.50
13.10
6
17.50
61.00
64.90
126.80
841.00
191.40
1342.20
62.30
32.30
14.60
39.50
16.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
17.00
66.80
90.80
83.10
615.20
177.00
1069.20
53.80
31.40
14.20
31.40
17.50
8
18.80
68.80
104.40
62.30
458.00
203.10
649.70
51.90
29.60
16.70
20.20
18.30
9
18.30
57.70
80.30
49.90
358.30
277.10
385.80
46.70
30.10
18.80
16.30
19.70
10
19.70
95.00
65.60
42.80
312.30
292.80
278.20
64.90
30.50
16.70
13.50
21.50
11
20.60
408.20
53.20
53.80
297.30
330.70
206.00
50.60
29.60
16.00
12.50
22.40
12
21.50
526.00
46.70
55.20
325.00
454.10
179.70
46.70
29.60
16.00
11.80
23.30
13
21.50
452.80
48.00
64.90
438.50
491.00
157.20
44.70
29.10
16.00
10.40
23.30
14
17.90
278.20
45.40
48.60
424.50
521.80
130.00
48.60
28.70
16.00
10.40
19.70
15
13 90
218 00
39 50
36 30
369 50
519 00
103 60
47 40
27 40
16 00
13 90
28 70
.
.
.
.
.
.
.
.
.
.
.
.
16
12.10
207.00
31.40
38.30
315.80
505.00
122.80
53.80
24.70
15.30
12.50
26.50
17
11.40
177.90
26.00
85.90
312.30
502.20
139.60
51.30
21.10
16.00
29.10
23.80
18
10.40
171.60
22.90
136.40
270.50
433.30
201.30
48.00
18.30
16.30
33.70
20.60
19
9.80
253.50
27.40
134.00
295.00
345.00
253.50
48.00
19.70
15.60
38.90
17.90
20
9.80
265.00
35.00
115.60
335.40
285.90
183.30
50.60
14.90
14.90
38.30
17.50
21
11.40
208.00
35.60
93.60
330.70
281.50
142.80
49.90
14.60
15.30
28.70
20.60
22
18.80
170.70
35.00
69.50
383.30
237.00
118.80
49.30
11.00
14.60
23.30
19.70
23
28.70
130.80
33.20
65.60
397.00
267.20
106.80
42.80
12.50
14.20
21.10
17.00
24
34.50
106.00
26.90
56.50
295.00
278.20
88.00
40.80
12.80
13.90
18.80
14.20
25
33.20
91.50
22.40
44.70
167.10
219.00
90.10
37.60
11.80
12.80
16.30
12.50
26
38.30
85.20
21.90
44.10
170.70
308.90
83.10
33.70
14.20
10.00
14.60
10.40
27
46.70
93.60
33.70
61.00
341.40
323.80
75.40
32.30
12.80
8.50
12.80
10.00
28
31.80
99.90
97.80
76.10
343.80
384.50
70.10
29.60
12.10
14.90
11.00
9.80
29
25.10
96.40
151.80
68.80
325.00
468.40
64.90
28.20
12.80
8.50
10.00
10.70
30
29.60
84.50
142.00
50.60
274.90
516.20
63.60
27.80
12.50
8.00
14.20
31
65.60
44.10
277.10
62.30
14.20
7.20
16.30
----------
--------------
Total
629 10
4703 60
1684 30
2294 80 11515 00 10179 40
9603 90
1510 80
698 80
434 20
594 30
526 30 44374 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
21.00
151.70
56.10
74.00
371.50
339.30
309.80
50.40
22.50
14.00
20.50
17.00
121.20 CMS
Max
46.70
526.00
151.80
138.00
841.00
521.80
1342.20
82.40
34.10
18.80
39.50
28.70
1342.20 CMS
Min
9.80
27.40
21.90
36.30
51.30
177.00
62.30
27.80
11.00
7.20
7.20
9.80
7.20 CMS
Runoff
54.35
406.39
145.52
198.27
994.90
879.50
829.78
130.53
60.38
37.51
51.35
45.47
3833.96 MCM
1354.81 CMS. at 149.38 m. (MSL.) at 06.00 Hours , on Oct 23 , 2011
Runoff Yield
12.21
136.436
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak