Basic HTML Version
387
200
250
Flow ? CMS
Flow of Nam Phak (N.55)
at Ban Tha Sakae
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
2.30
5.00
22.70
20.40
192.90
86.00
89.70
16.10
7.00
4.10
2.90
2.00
2
2.20
6.50
17.90
17.00
230.00
77.30
87.40
15.50
6.80
4.10
2.80
2.00
3
2.20
7.00
14.90
25.30
189.30
75.40
108.00
15.10
6.70
4.00
2.70
1.90
4
2.20
4.40
14.80
21.00
186.60
76.60
132.40
14.70
6.70
4.00
2.70
1.80
5
2.10
3.90
14.20
18.00
156.80
71.50
129.00
14.10
6.60
3.90
3.00
1.90
6
2.10
5.40
13.20
15.20
130.70
86.70
113.30
13.90
6.20
3.80
3.50
1.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.40
7.40
12.10
13.10
122.70
95.00
98.80
13.30
5.50
3.70
3.20
1.90
8
2.70
5.30
10.20
11.70
92.50
89.70
82.70
12.70
6.00
3.60
3.10
2.00
9
2.50
4.10
9.30
10.90
80.50
91.80
72.60
12.40
6.20
3.60
2.70
2.00
10
2.70
3.90
9.00
10.20
68.60
120.10
61.80
12.00
6.10
3.60
2.50
1.90
11
2.70
3.70
8.40
9.70
93.90
120.10
51.80
11.80
5.90
3.60
2.50
2.40
12
2.60
3.40
9.50
9.00
118.30
108.40
45.30
11.20
5.50
3.60
2.50
3.30
13
2.70
3.40
11.50
8.90
114.70
102.00
45.20
11.20
5.30
3.40
2.70
3.20
14
2.70
3.50
15.30
9.90
104.00
104.00
38.80
10.10
5.30
3.50
2.50
3.00
15
2 60
4 40
14 90
22 70
87 00
112 50
41 20
10 00
5 40
3 60
2 30
2 70
.
.
.
.
.
.
.
.
.
.
.
.
16
2.50
9.20
15.60
24.30
75.20
153.40
47.50
9.70
5.50
3.50
2.20
2.40
17
2.50
11.10
19.20
21.00
72.90
140.50
37.30
9.80
5.30
3.20
2.10
2.40
18
2.50
8.10
26.70
21.10
92.50
118.30
35.20
9.50
5.20
3.20
2.00
2.30
19
2.10
11.90
19.50
22.40
98.80
102.80
30.90
9.40
5.50
3.30
1.80
3.20
20
2.70
26.00
13.90
22.70
102.40
91.10
31.50
9.20
4.80
3.20
2.10
3.00
21
2.60
16.90
11.20
24.60
136.00
88.00
33.50
9.00
4.50
3.60
2.20
2.10
22
2.30
12.00
10.40
26.70
146.80
99.60
27.40
8.90
4.70
4.20
2.10
2.30
23
2.50
9.30
9.30
25.90
127.30
92.10
24.90
8.70
4.80
4.00
2.10
2.50
24
3.40
7.50
8.40
34.70
107.60
92.90
23.50
8.20
4.70
3.70
2.10
2.40
25
5.00
6.20
7.90
34.10
90.40
84.70
22.10
8.10
4.60
4.00
2.00
2.30
26
3.60
7.00
11.20
29.80
93.20
79.80
20.90
7.70
4.40
3.00
2.00
1.80
27
3.30
8.70
46.40
33.40
92.50
71.80
20.40
7.50
4.30
2.80
2.00
1.80
28
2.90
23.80
50.90
30.40
91.40
86.40
19.70
7.30
4.20
2.70
2.10
1.90
29
3.00
24.50
45.30
34.60
84.40
104.00
18.70
7.00
4.00
2.70
2.00
1.90
30
4.60
30.40
27.60
28.00
69.10
100.40
17.50
6.70
3.90
2.90
1.80
31
33.90
37.90
75.40
16.90
3.90
2.90
1.80
----------
--------------
Total
82 20
317 80
521 40
674 60
3524 40
2922 90
1625 90
320 80
165 50
109 00
70 40
69 80 10404 70 CMSDAY
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.
.
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.
.
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.
Mean
2.70
10.30
17.40
21.80
113.70
97.40
52.40
10.70
5.30
3.50
2.40
2.30
28.40 CMS
Max
5.00
33.90
50.90
37.90
230.00
153.40
132.40
16.10
7.00
4.20
3.50
3.30
230.00 CMS
Min
2.10
3.40
7.90
8.90
68.60
71.50
16.90
6.70
3.90
2.70
1.80
1.80
1.80 CMS
Runoff
7.10
27.46
45.05
58.29
304.51
252.54
140.48
27.72
14.30
9.42
6.08
6.03
898.97 MCM
239.25 CMS. at 190.95 m. (MSL.) at 06.00 Hours , on Aug 2 , 2011
Runoff Yield
29.28
246.395
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak