Basic HTML Version
293
600
700
800
Flow ? CMS
Flow of Wang River (W.24)
at Ban Tha Phai
Water Year 2011
200
300
400
500
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
9.00
40.85
108.70
157.80
73.00
353.20
577.80
109.40
30.95
9.00
3.60
5.60
2
13.40
40.85
92.60
125.50
186.60
341.10
515.90
128.30
37.55
9.25
3.60
5.60
3
14.90
33.15
80.00
109.40
555.00
382.90
598.20
117.10
38.10
9.00
16.40
5.60
4
15.20
37.55
79.30
112.90
649.80
374.10
637.80
105.20
37.00
9.00
26.00
5.60
5
14.90
55.80
93.30
192.20
673.80
345.50
643.80
91.20
35.35
9.25
31.50
7.50
6
16.40
69.10
94.00
193.00
673.80
291.00
665.40
80.00
34.80
9.50
26.00
9.75
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
16.40
76.50
130.60
126.90
654.60
273.00
645.00
75.10
34.25
9.75
22.40
10.50
8
17.45
92.60
155.40
92.60
575.40
298.00
581.40
72.35
31.50
10.00
18.80
11.60
9
16.40
82.10
128.30
73.00
492.90
353.20
472.20
71.70
32.05
10.00
13.10
12.50
10
15.50
101.00
104.50
52.20
443.45
369.70
396.10
71.70
32.05
10.25
9.75
14.00
11
15.80
422.75
80.70
69.75
395.00
417.00
320.60
70.40
31.50
10.50
8.75
15.50
12
16.70
567.00
70.40
77.90
409.30
537.75
291.00
69.10
30.40
10.75
7.75
17.90
13
15.80
551.55
69.75
94.70
521.65
562.20
265.00
67.80
29.30
10.50
7.00
17.45
14
14.90
368.60
69.75
75.10
519.35
585.00
233.75
65.85
27.65
10.25
6.50
12.50
15
14 60
283 00
60 65
55 80
472 20
588 60
181 00
63 90
25 55
11 30
6 25
15 80
.
.
.
.
.
.
.
.
.
.
.
.
16
13.40
265.00
46.90
55.80
423.90
580.20
194.70
61.95
21.95
11.60
7.25
22.40
17
11.30
245.15
38.65
110.10
411.50
579.00
217.60
60.65
17.90
11.90
6.75
20.15
18
9.75
225.20
30.40
198.10
365.30
543.50
302.00
58.80
16.40
12.20
21.50
17.90
19
8.75
310.10
27.10
196.40
375.20
472.20
357.60
58.80
15.80
11.90
30.40
12.80
20
8.75
338.90
49.20
170.60
429.65
384.00
276.00
58.80
15.20
11.90
35.35
13.10
21
9.75
289.00
51.60
145.00
409.30
365.30
224.25
58.80
14.90
11.60
27.10
13.40
22
14.30
237.55
52.20
110.80
464.15
363.10
191.40
57.60
14.60
11.00
19.25
13.70
23
26.00
185.00
46.90
96.10
499.80
347.70
173.00
50.40
14.30
10.50
16.10
12.20
24
40.85
152.20
35.90
85.60
401.60
367.50
152.20
49.20
14.00
10.50
14.00
9.75
25
44.15
135.40
28.75
69.10
308.00
318.50
137.80
45.25
13.40
9.25
11.90
8.25
26
48.00
123.40
27.10
66.50
263.00
360.90
122.70
40.30
12.50
7.50
10.75
6.50
27
61.30
131.40
43.60
82.80
410.40
369.70
112.20
37.00
10.75
6.75
7.75
5.60
28
47.45
145.80
122.00
121.30
429.65
467.60
103.80
33.15
9.50
10.00
6.25
5.40
29
35.35
142.60
204.90
110.10
441.15
550.40
95.40
31.50
9.00
7.75
5.60
7.25
30
35.90
124.80
202.35
80.00
370.80
581.40
87.70
30.40
8.00
4.40
8.75
31
112.90
68.45
347.70
87.00
9.00
3.60
9.00
----------
--------------
Total
642 35
5986 80
2425 50
3375 50 13646 95 12723 25
9860 30
1991 70
705 20
300 65
427 35
353 55 52439 11 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
21.41
193.12
80.85
108.89
440.22
424.11
318.07
66.39
22.75
9.70
14.74
11.40
143.28 CMS
Max
61.30
567.00
204.90
198.10
673.80
588.60
665.40
128.30
38.10
12.20
35.35
22.40
673.80 CMS
Min
8.75
33.15
27.10
52.20
73.00
273.00
87.00
30.40
8.00
3.60
3.60
5.40
3.60 CMS
Runoff
55.50
517.26
209.56
291.64
1179.10
1099.29
851.93
172.08
60.93
25.98
36.92
30.55
4530.74 MCM
675.00 CMS. at 144.40 m. (MSL.) at 06.00 Hours , on Oct 23 , 2011
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak