Basic HTML Version
519
80
100
120
Flow ? CMS
Flow of Lam Phachi (K.61)
at Ban Dan Thaptako
Water Year 2011
40
60
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
3.50
7.60
12.50
10.75
17.50
11.10
11.45
24.90
10.40
9.10
8.50
4.54
2
1.40
11.45
13.20
10.40
39.05
11.10
11.45
22.00
10.40
9.10
8.50
4.54
3
1.40
9.40
12.85
10.40
30.90
11.10
11.45
23.10
10.40
9.40
8.20
4.54
4
1.40
12.50
29.10
10.40
20.50
10.75
12.50
21.50
10.40
9.40
8.50
4.78
5
2.50
9.70
23.10
11.45
16.21
10.75
12.15
20.00
10.40
9.10
8.20
5.02
6
3.10
10.05
15.78
11.80
14.06
10.75
12.85
17.07
10.40
9.10
8.20
4.54
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
5.98
10.40
14.49
11.10
12.85
10.40
31.50
17.50
10.75
9.10
7.90
4.30
8
8.80
11.10
13.20
11.10
12.15
10.40
106.00
17.07
10.75
8.80
7.90
4.30
9
5.02
9.40
12.50
10.40
12.15
11.45
80.40
16.21
10.75
8.80
7.90
4.30
10
5.50
7.90
11.80
10.40
12.15
12.15
47.12
15.78
10.75
8.50
7.60
4.30
11
5.74
8.80
11.45
10.05
11.80
13.20
40.35
15.78
10.75
7.90
7.00
4.30
12
4.10
8.50
11.45
9.70
11.80
17.50
53.56
13.63
10.75
7.90
7.00
4.30
13
2.90
10.05
11.10
9.70
11.80
19.50
59.50
14.49
10.75
7.90
6.70
4.54
14
2.50
19.00
11.10
9.40
11.80
16.21
52.12
14.49
11.10
8.20
6.70
5.02
15
2 15
22 50
11 10
9 70
12 50
14 49
38 40
13 63
11 10
8 20
6 70
4 78
.
.
.
.
.
.
.
.
.
.
.
.
16
1.85
35.80
11.10
9.70
12.50
13.63
42.36
13.20
10.75
8.50
6.70
5.50
17
1.70
22.00
11.45
9.70
12.15
13.20
43.04
12.85
10.40
8.20
6.46
5.74
18
1.10
19.50
11.10
9.40
12.15
12.85
65.05
12.85
10.05
8.20
5.98
5.98
19
2.30
18.00
12.85
9.10
11.80
12.50
52.12
12.50
10.05
8.50
5.50
5.50
20
13.20
15.78
12.15
9.10
11.80
12.50
40.35
12.15
10.05
8.20
5.26
5.50
21
4.78
14.06
12.50
9.70
11.45
12.50
37.10
11.80
10.05
7.90
5.98
5.98
22
2.90
13.20
14.06
10.40
11.45
12.15
37.10
11.45
10.05
8.50
6.22
5.50
23
2.15
12.50
14.06
11.10
11.45
12.15
33.30
11.45
9.70
8.80
5.98
4.78
24
2.90
11.80
12.50
11.45
11.10
12.15
28.50
11.80
9.70
8.50
5.50
4.30
25
12.85
11.80
11.80
11.80
10.75
12.15
27.90
12.15
9.70
8.20
5.74
3.90
26
19.00
13.20
11.45
11.45
11.10
12.50
31.50
11.10
9.70
8.20
6.46
3.50
27
12.15
17.07
11.45
11.45
11.10
12.85
27.30
10.75
9.70
7.90
5.98
3.50
28
7.90
15.78
11.80
11.45
11.10
12.50
26.70
10.75
9.70
7.90
5.26
3.30
29
8.50
13.20
11.45
10.75
11.80
12.15
35.80
10.75
9.40
7.60
4.78
3.10
30
8.80
12.15
11.10
10.75
11.80
11.80
38.40
10.40
9.10
7.60
3.10
31
12.50
12.15
11.45
32.10
9.10
8.20
2.90
----------
--------------
Total
158 07
426 69
395 54
326 20
432 17
378 43
1179 42
443 10
317 05
261 40
197 30
140 18
4655 55 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.27
13.76
13.18
10.52
13.94
12.61
38.05
14.77
10.23
8.43
6.80
4.52
12.72 CMS
Max
19.00
35.80
29.10
12.15
39.05
19.50
106.00
24.90
11.10
9.40
8.50
5.98
106.00 CMS
Min
1.10
7.60
11.10
9.10
10.75
10.40
11.45
10.40
9.10
7.60
4.78
2.90
1.10 CMS
Runoff
13.66
36.87
34.18
28.18
37.34
32.70
101.90
38.28
27.39
22.59
17.05
12.11
402.24 MCM
155.50 CMS. at 67.25 m. (MSL.) at 17.00 Hours , on Oct 8 , 2011
Runoff Yield
6.90
84.328
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.