Basic HTML Version
391
120
140
160
Flow ? CMS
Flow of Lam Nam Khan (N.59)
at Ban Na Chan
Water Year 2011
40
60
80
100
0
20
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
0.50
8.30
12.60
9.50
26.70
63.40
19.00
4.10
1.50
1.00
0.80
0.40
2
0.50
8.60
11.20
18.20
25.60
35.60
21.80
3.70
1.50
1.00
0.80
0.40
3
0.50
2.70
5.80
12.20
28.10
95.00
18.80
3.40
1.50
1.00
1.60
0.50
4
0.50
2.90
6.80
15.20
19.80
35.20
55.70
3.40
1.40
0.90
1.80
0.40
5
0.50
15.90
9.80
10.50
13.80
27.20
30.90
3.30
1.40
0.90
1.40
0.40
6
0.50
15.70
10.30
9.40
10.10
136.20
33.00
3.30
1.40
0.90
1.00
0.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.30
18.70
12.00
6.30
7.80
139.00
22.40
3.30
1.40
0.90
0.90
0.40
8
0.30
15.40
6.80
6.00
6.80
120.80
17.80
3.20
1.40
0.90
0.90
0.40
9
0.50
7.80
5.80
5.90
13.50
72.50
15.00
3.10
1.40
0.90
0.80
0.40
10
0.40
6.20
5.40
5.90
10.50
62.80
12.40
3.10
1.40
0.80
0.80
0.50
11
0.40
8.40
4.70
9.30
13.20
37.40
9.70
3.00
1.30
0.80
0.80
2.00
12
0.70
5.30
4.60
5.50
15.80
35.20
6.80
2.90
1.30
0.80
0.80
2.00
13
0.60
3.50
5.70
9.40
12.20
43.70
13.60
2.70
1.30
0.80
0.80
0.90
14
0.50
3.50
17.40
8.20
11.40
42.70
10.30
2.60
1.20
0.80
0.70
0.70
15
0 40
10 20
5 80
14 00
11 40
38 40
13 30
2 50
1 20
0 90
0 70
0 60
.
.
.
.
.
.
.
.
.
.
.
.
16
0.40
3.80
6.50
26.90
9.00
56.90
17.70
2.40
1.10
0.90
0.70
0.70
17
0.40
3.50
17.00
16.60
15.40
97.30
8.00
2.40
1.10
0.80
0.70
0.90
18
0.30
5.80
34.70
10.30
20.00
40.90
8.10
2.40
1.10
0.70
0.70
0.70
19
0.30
12.60
16.70
38.00
18.80
31.50
7.80
2.30
1.00
0.80
0.70
0.60
20
1.10
31.20
11.70
22.50
49.40
26.00
6.70
2.30
1.00
0.90
0.70
0.50
21
0.50
11.70
8.20
18.00
30.20
33.20
6.40
2.00
0.90
1.10
0.70
0.50
22
0.40
6.80
7.50
14.90
20.30
22.80
5.90
1.80
0.90
1.00
0.60
0.50
23
9.80
4.60
7.40
13.30
15.30
32.10
5.80
1.80
0.90
0.90
0.60
0.40
24
1.80
6.50
5.80
12.50
12.60
32.20
5.50
1.80
0.90
0.80
0.60
0.40
25
1.00
11.90
6.70
11.40
9.70
31.90
5.40
1.70
0.80
0.80
0.60
0.40
26
1.20
8.60
6.70
12.50
12.50
26.20
5.10
1.70
0.80
0.80
0.60
0.40
27
1.40
11.90
6.50
13.40
21.10
37.80
5.00
1.70
0.80
0.80
0.60
0.40
28
0.80
20.30
9.90
16.10
12.40
51.30
4.90
1.60
0.80
0.80
0.50
0.40
29
1.70
37.20
7.40
14.60
11.20
37.00
4.90
1.60
0.80
0.80
0.50
0.40
30
1.10
25.20
6.30
16.80
49.00
24.60
4.60
1.60
0.80
0.80
0.40
31
17.20
13.70
119.40
4.30
0.80
0.80
0.40
----------
--------------
Total
29 30
351 90
283 70
417 00
653 00
1566 80
406 60
76 70
35 10
26 80
23 40
18 40
3888 70 CMSDAY
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.
Mean
1.00
11.40
9.50
13.50
21.10
52.20
13.10
2.60
1.10
0.90
0.80
0.60
10.60 CMS
Max
9.80
37.20
34.70
38.00
119.40
139.00
55.70
4.10
1.50
1.10
1.80
2.00
139.00 CMS
Min
0.30
2.70
4.60
5.50
6.80
22.80
4.30
1.60
0.80
0.70
0.50
0.40
0.30 CMS
Runoff
2.53
30.40
24.51
36.03
56.42
135.37
35.13
6.63
3.03
2.32
2.02
1.59
335.98 MCM
179.75 CMS. at 206.75 m. (MSL.) at 06.00 Hours , on Aug 31 , 2011
Runoff Yield
25.60
433.133
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak