Basic HTML Version
25
200
250
Flow ? CMS
Flow of Lam Nam Phung (Kh.90)
at Ban Tong Khop
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
5.40
5.25
8.25
29.60
101.44
36.68
22.04
12.36
6.00
6.90
7.05
6.75
2
5.40
5.40
8.40
113.00
142.40
51.68
34.64
11.40
4.95
6.90
6.90
6.90
3
5.55
6.90
11.56
43.88
93.76
62.80
98.24
10.28
4.80
6.90
6.90
6.60
4
5.55
9.64
15.24
26.54
71.76
75.68
66.44
10.44
7.35
6.90
7.05
6.75
5
5.55
12.20
13.80
19.16
44.60
84.08
41.24
10.44
7.35
6.90
6.90
6.60
6
6.30
13.00
17.18
15.56
33.56
70.36
32.48
10.28
6.15
6.75
6.90
6.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
6.30
9.48
20.24
13.80
43.88
51.42
27.98
10.28
5.55
7.05
6.75
6.60
8
6.30
13.96
14.60
12.52
58.44
52.20
24.56
10.12
5.25
7.35
6.90
6.60
9
6.45
9.96
14.28
12.20
40.04
57.92
22.58
9.80
5.25
7.20
7.05
6.60
10
6.75
9.16
15.56
12.20
31.94
53.24
22.22
9.64
4.95
6.90
7.05
6.75
11
7.05
9.00
12.84
12.04
34.46
39.56
20.06
9.32
4.50
6.90
6.90
6.60
12
7.80
9.00
11.24
11.24
33.20
40.04
18.80
9.16
4.50
6.75
7.05
6.45
13
7.80
9.00
10.44
11.56
24.56
42.44
17.18
9.16
5.40
6.90
7.05
6.45
14
7.80
9.80
10.60
12.52
29.78
40.76
65.88
8.70
5.10
6.90
6.90
6.60
15
7 80
28 70
10 28
16 04
65 32
38 36
87 72
7 95
5 25
7 05
6 90
6 75
.
.
.
.
.
.
.
.
.
.
.
.
16
7.80
26.18
13.48
37.64
75.68
32.30
46.28
5.85
5.25
7.20
7.05
6.75
17
7.80
25.82
28.52
33.20
65.60
32.66
34.64
5.55
5.70
7.20
7.05
6.75
18
7.80
22.58
16.84
22.04
65.60
32.84
27.80
5.40
5.55
7.20
6.90
6.75
19
7.80
22.40
15.40
16.36
109.20
37.40
22.40
5.25
5.55
7.20
6.90
6.90
20
7.80
21.32
18.80
15.24
215.00
27.80
18.98
5.25
5.40
7.35
7.05
6.90
21
7.80
16.36
24.56
22.22
159.40
26.18
17.36
4.50
5.25
7.50
6.90
6.75
22
7.95
14.92
20.06
29.24
84.64
33.56
16.52
3.75
5.25
8.10
6.75
6.90
23
8.25
11.72
14.76
22.22
52.72
29.78
15.40
2.55
5.25
7.65
6.75
7.05
24
8.25
9.64
12.52
24.56
46.28
26.72
15.08
1.95
5.40
7.50
6.60
7.05
25
8.25
6.30
14.28
24.56
51.68
24.92
13.80
1.95
5.10
7.35
6.75
6.90
26
8.25
4.05
13.96
29.24
34.64
22.76
13.48
1.80
4.95
6.90
6.75
6.90
27
8.25
3.75
12.36
21.68
31.58
22.22
12.68
1.95
5.85
6.90
6.90
6.90
28
8.25
3.75
11.08
17.18
35.96
22.76
12.52
5.55
7.05
7.05
6.90
6.90
29
9.16
3.75
10.60
15.88
31.40
23.30
12.52
7.80
7.05
7.05
6.90
6.90
30
4.80
2.70
10.76
25.28
35.72
22.94
12.52
7.95
7.05
7.20
6.90
31
0.90
101.76
33.20
12.36
7.05
7.20
6.90
----------
--------------
Total
216 01
356 59
432 49
820 16
1977 44
1215 36
906 40
216 38
175 05
220 80
200 40
209 70
6946 78 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.20
11.50
14.42
26.46
63.79
40.51
29.24
7.21
5.65
7.12
6.91
6.76
18.98 CMS
Max
9.16
28.70
28.52
113.00
215.00
84.08
98.24
12.36
7.35
8.10
7.05
7.05
215.00 CMS
Min
4.80
0.90
8.25
11.24
24.56
22.22
12.36
1.80
4.50
6.75
6.60
6.45
0.90 CMS
Runoff
18.66
30.81
37.37
70.86
170.85
105.01
78.31
18.70
15.12
19.08
17.32
18.12
600.20 MCM
224.00 CMS. at 164.77 m. (MSL.) at 12.00 Hours , on Aug 20 , 2011
Runoff Yield
22.04
260.163
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak