Basic HTML Version
267
1000
1200
1400
Flow ? CMS
Flow of Wang River (W.3A)
at Ban Don Chai
Water Year 2011
400
600
800
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
12.90
45.40
79.00
123.80
100.70
250.10
359.00
102.90
46.20
25.50
21.60
21.60
2
19.90
26.00
63.10
101.80
519.70
260.00
440.80
99.60
47.00
25.50
21.10
21.60
3
23.80
23.80
58.60
111.70
899.90
286.40
853.40
90.00
47.00
26.00
33.80
22.70
4
18.90
55.00
55.90
179.60
1070.60
258.40
1208.20
80.00
46.20
26.00
51.00
27.30
5
16.60
71.20
63.10
198.50
836.90
222.50
1312.70
70.30
46.20
26.70
50.20
31.80
6
17.20
85.00
86.00
132.50
487.80
191.20
962.00
64.00
45.40
26.70
46.20
33.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
15.50
101.80
137.50
86.00
386.30
201.50
492.30
63.10
43.00
26.00
37.10
33.20
8
16.60
81.00
126.20
63.10
343.00
258.40
283.10
64.90
44.60
27.30
31.20
33.20
9
17.80
71.20
92.00
50.20
315.10
273.20
225.50
74.00
45.40
31.20
26.00
35.80
10
21.10
371.30
68.50
47.00
281.50
291.40
213.50
70.30
44.60
29.30
24.90
35.80
11
22.20
719.50
56.80
60.40
268.30
412.20
178.10
63.10
43.00
29.90
23.80
37.70
12
22.70
579.40
57.70
84.00
403.60
392.80
170.90
62.20
42.20
29.30
23.80
37.10
13
18.90
371.30
60.40
67.60
421.00
405.70
156.80
63.10
41.40
29.30
23.80
33.80
14
12.20
286.40
54.20
42.20
377.80
449.60
145.60
64.00
39.00
28.60
25.50
39.00
15
11 50
273 20
36 40
40 60
321 90
438 60
123 80
64 00
39 00
29 30
27 30
41 40
.
.
.
.
.
.
.
.
.
.
.
.
16
10.80
248.50
24.90
67.60
306.60
463.00
136.30
64.00
37.10
32.50
42.20
38.40
17
8.30
179.60
18.90
172.30
284.80
403.60
176.70
63.10
34.50
32.50
47.80
35.10
18
7.20
230.30
18.30
188.30
260.00
327.00
243.50
60.40
32.50
31.80
51.00
32.50
19
7.20
315.10
39.00
149.80
345.00
276.50
219.50
63.10
29.30
31.80
50.20
31.80
20
8.70
266.60
43.00
132.50
289.70
268.30
173.80
61.30
26.00
31.20
46.20
31.80
21
12.50
233.60
41.40
94.10
371.30
246.80
145.60
56.80
25.50
30.60
39.00
33.20
22
35.80
179.60
38.40
77.00
407.90
230.30
128.80
53.40
24.90
30.60
36.40
32.50
23
46.20
141.40
27.30
64.90
325.30
278.20
121.30
49.40
24.40
29.90
33.20
29.30
24
42.20
121.30
20.50
51.00
221.00
238.60
110.60
42.20
24.40
28.60
31.20
26.70
25
45.40
99.60
17.80
45.40
185.40
248.50
102.90
39.00
24.40
26.00
28.60
23.80
26
64.90
106.20
22.70
57.70
246.80
281.50
99.60
37.70
25.50
24.40
25.50
22.20
27
46.20
130.00
82.00
87.00
371.30
333.00
93.00
37.70
26.00
23.20
23.80
22.70
28
24.90
122.50
219.50
93.00
333.00
423.20
88.00
37.10
24.90
23.20
23.20
25.50
29
26.00
106.20
219.50
61.30
284.80
490.00
80.00
36.40
25.50
22.70
22.70
29.30
30
29.90
96.30
169.40
50.20
243.50
499.00
72.10
38.40
26.00
22.20
31.80
31
89.00
51.00
268.30
82.00
25.50
21.60
31.80
----------
--------------
Total
684 00
5827 30
2098 00
2832 10 11778 80
9599 50
9199 40
1835 50
1096 60
859 40
968 30
963 60 47742 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
22.80
188.00
69.90
91.40
380.00
320.00
296.80
61.20
35.40
27.70
33.40
31.10
130.40 CMS
Max
64.90
719.50
219.50
198.50
1070.60
499.00
1312.70
102.90
47.00
32.50
51.00
41.40
1312.70 CMS
Min
7.20
23.80
17.80
40.60
100.70
191.20
72.10
36.40
24.40
21.60
21.10
21.60
7.20 CMS
Runoff
59.10
503.48
181.27
244.69
1017.69
829.40
794.83
158.59
94.75
74.25
83.66
83.26
4124.95 MCM
1352.75 CMS. at 167.05 m. (MSL.) at 05.00 Hours , on Oct 5 , 2011
Runoff Yield
14.62
151.586
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak