Basic HTML Version
475
200
250
Flow ? CMS
Flow of Pasak River (S.36)
at Ban Non Thong
Water Year 2011
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
2.00
3.50
19.90
16.70
81.90
82.60
149.30
12.00
5.00
3.50
2.70
0.00
2
2.00
2.70
10.80
56.00
125.70
51.70
125.70
11.80
5.00
3.20
2.50
0.00
3
1.80
2.70
10.40
26.20
170.50
80.10
135.70
11.80
4.80
2.10
2.30
0.00
4
1.50
2.50
10.00
19.40
175.10
94.90
144.90
10.40
4.70
2.00
2.10
0.00
5
1.50
2.00
9.50
14.90
170.50
53.00
148.50
9.30
4.60
2.00
2.00
0.00
6
1.50
2.00
9.10
13.30
122.50
61.50
134.10
9.10
4.40
2.00
1.80
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.20
2.70
10.20
11.60
56.00
138.10
109.80
9.10
4.30
2.00
1.60
0.00
8
1.20
3.50
12.00
10.20
37.40
170.10
78.70
9.60
4.30
2.00
1.50
0.00
9
1.00
3.20
11.00
8.80
29.70
165.80
55.30
10.20
4.10
2.00
1.30
0.00
10
1.00
3.20
8.10
7.40
22.50
154.30
45.20
10.20
3.90
2.00
1.10
0.20
11
0.50
3.50
5.90
7.00
21.20
156.40
42.50
9.50
3.90
2.00
0.90
3.40
12
0.50
3.50
5.50
6.70
37.40
154.30
35.10
9.10
3.90
2.00
0.60
3.20
13
1.00
4.30
4.80
7.40
46.10
196.80
62.50
8.10
3.90
2.00
0.40
3.00
14
1.30
4.30
5.50
7.70
36.80
217.10
66.50
7.90
3.90
2.00
0.30
2.90
15
1 80
6 40
4 80
16 50
34 00
200 00
70 00
7 90
3 90
2 00
0 20
2 70
.
.
.
.
.
.
.
.
.
.
.
.
16
1.50
5.80
4.10
34.60
27.00
186.60
70.00
7.70
3.90
2.00
0.10
2.30
17
2.00
5.80
6.90
27.30
32.90
179.00
61.20
7.60
3.90
2.00
0.00
2.50
18
1.60
6.40
12.20
21.00
45.20
162.80
47.00
7.40
3.90
2.00
0.00
2.30
19
1.00
10.00
13.30
14.50
69.70
131.70
37.40
7.00
3.90
2.00
0.00
2.10
20
1.00
17.20
12.00
16.50
76.30
151.40
31.30
6.90
3.90
2.00
0.00
2.00
21
0.80
15.80
10.00
21.70
163.30
135.30
24.20
6.90
3.90
2.00
0.00
1.90
22
0.50
10.40
7.70
19.00
182.40
147.70
22.00
6.70
3.90
2.00
0.00
1.80
23
0.50
9.30
5.20
21.50
174.70
156.40
18.70
6.50
3.90
2.00
0.00
1.80
24
0.50
9.50
3.00
14.50
131.70
159.00
18.70
6.40
3.90
2.00
0.00
1.50
25
0.20
10.20
2.30
14.90
67.90
178.50
16.10
6.20
3.90
2.00
0.00
1.20
26
0.20
11.40
3.70
24.20
50.80
171.30
15.40
6.10
3.90
2.00
0.00
0.90
27
0.10
15.40
19.20
16.30
44.90
152.60
14.30
5.80
3.90
2.00
0.00
0.60
28
0.00
14.70
16.70
15.40
40.70
165.00
12.70
5.60
3.90
2.00
0.00
0.40
29
0.00
12.70
14.70
13.80
46.10
182.80
12.50
5.50
3.90
2.00
0.00
0.20
30
0.00
14.90
41.30
8.90
49.50
178.10
11.80
5.30
3.90
2.00
0.00
31
15.60
9.80
67.50
12.20
3.90
2.00
0.00
----------
--------------
Total
29 70
235 10
309 80
523 70
2437 90
4414 90
1829 30
243 60
127 00
64 80
21 40
36 90 10274 10 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.00
7.60
10.30
16.90
78.60
147.20
59.00
8.10
4.10
2.10
0.70
1.20
28.10 CMS
Max
2.00
17.20
41.30
56.00
182.40
217.10
149.30
12.00
5.00
3.50
2.70
3.40
217.10 CMS
Min
0.00
2.00
2.30
6.70
21.20
51.70
11.80
5.30
3.90
2.00
0.00
0.00
0.00 CMS
Runoff
2.57
20.31
26.77
45.25
210.63
381.45
158.05
21.05
10.97
5.60
1.85
3.19
887.68 MCM
221.60 CMS. at 141.03 m. (MSL.) at 06.00 Hours , on Sep 14 , 2011
Runoff Yield
15.81
124.845
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak