Basic HTML Version
503
350
400
450
500
Flow ‐ CMS
Flow of Lam Phachi (K.61)
at Ban Dan Thaptako
Water Year 2012
150
200
250
300
0
50
100
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
0.12
1.30
4.00
4.60
25.00
12.32
39.40
50.30
9.85
4.80
4.20
3.00
2
0.12
1.40
4.00
4.60
17.05
11.94
29.80
18.50
9.40
4.80
4.00
3.00
3
0.12
1.50
3.60
4.90
13.46
11.94
24.45
14.10
8.95
4.80
4.00
3.20
4
0.16
1.20
3.20
5.20
11.94
12.32
22.25
12.55
7.80
4.80
4.00
3.20
5
0.40
1.60
3.40
4.60
9.66
11.94
20.60
11.20
7.45
4.60
4.00
3.20
6
2.20
2.20
3.40
4.30
8.14
20.05
20.05
9.40
7.45
4.60
3.80
3.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
4.30
3.60
3.20
4.00
7.38
16.07
18.03
8.50
7.10
4.60
3.80
3.40
8
4.00
3.60
2.80
3.60
6.40
16.07
52.20
8.15
7.10
4.60
3.80
3.00
9
4.60
3.40
2.40
3.60
6.10
16.07
446.00
8.15
7.10
4.80
3.60
3.00
10
3.60
3.40
2.80
4.60
6.40
14.60
261.90
8.50
7.10
4.80
3.60
3.00
11
2.60
2.80
2.60
4.00
7.38
14.60
131.40
8.15
7.10
4.60
3.60
3.00
12
1.90
2.00
2.40
2.80
7.38
14.22
93.00
9.85
7.10
4.40
3.60
3.00
13
1.70
1.70
2.00
1.80
6.40
14.60
64.60
27.00
7.10
4.40
3.60
3.00
14
1.60
1.50
1.90
1.80
5.80
14.60
51.40
14.10
7.10
4.40
3.40
3.00
15
1 60
1 40
1 70
1 70
5 20
17 05
44 30
8 50
7 10
4 40
2 90
3 00
.
.
.
.
.
.
.
.
.
.
.
.
16
1.80
1.30
1.80
1.60
5.50
24.45
40.80
7.45
7.10
4.40
3.20
3.00
17
1.80
7.76
1.80
1.60
4.60
25.60
23.70
7.45
6.40
4.40
3.40
2.80
18
3.60
16.07
3.00
1.60
4.30
21.70
18.50
9.85
5.70
4.20
3.20
2.90
19
7.00
18.52
7.76
1.50
4.00
23.90
13.55
14.10
5.70
4.20
3.20
3.20
20
5.50
12.70
9.28
1.70
4.00
29.20
10.75
50.30
5.70
4.00
3.40
3.40
21
4.90
7.38
7.38
2.60
3.40
25.00
8.50
23.05
5.70
4.00
3.40
3.40
22
5.80
5.50
6.10
3.40
3.40
18.52
7.45
18.50
5.35
4.00
3.20
3.60
23
4.60
4.30
5.50
2.80
3.00
17.05
5.00
13.00
5.35
4.00
3.20
3.60
24
3.40
3.80
4.60
2.40
4.00
16.07
3.20
11.65
5.35
4.00
3.20
3.80
25
2.60
3.60
4.00
2.20
3.40
15.09
12.10
11.20
5.35
4.00
3.20
4.00
26
1.90
3.20
3.60
7.00
3.00
16.07
9.40
10.30
5.35
4.00
3.20
3.60
27
1.60
2.80
3.40
13.08
2.80
23.90
5.70
10.30
5.35
4.00
3.20
3.40
28
1.40
2.40
3.80
24.45
2.80
64.60
4.20
10.30
4.80
3.80
3.20
3.20
29
1.30
2.60
4.90
29.20
5.50
72.70
3.20
10.30
5.00
4.00
3.40
30
1.30
3.20
4.30
29.80
8.90
38.70
2.60
10.30
5.00
4.20
3.20
31
3.80
33.80
11.18
6.05
5.00
4.20
3.00
----------
--------------
Total
77 52
131 53
114 62
214 83
217 47
650 94
1494 08
435 00
203 00
134 80
98 10
99 90
3871 79 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.58
4.24
3.82
6.93
7.02
21.70
48.20
14.50
6.55
4.35
3.50
3.22
10.61 CMS
Max
7.00
18.52
9.28
33.80
25.00
72.70
446.00
50.30
9.85
4.80
4.20
4.00
446.00 CMS
Min
0.12
1.20
1.70
1.50
2.80
11.94
2.60
7.45
4.80
3.80
2.90
2.80
0.12 CMS
Runoff
6.70
11.36
9.90
18.56
18.79
56.24
129.09
37.58
17.54
11.65
8.48
8.63
334.52 MCM
746.60 CMS. at 69.28 m. (MSL.) at 09.00 Hours , on Oct 9 , 2012
Runoff Yield
5.75
404.881
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.