Basic HTML Version
529
120
140
160
Flow ‐ CMS
Flow of Lam Phachi (K.61)
at Ban Dan Thaptako
Water Year 2014
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
3.25
6.00
0.20
2.75
3.00
6.00
11.90
19.60
6.00
2.50
1.10
0.40
2
3.25
6.50
1.00
2.50
3.25
4.50
13.20
21.40
6.25
2.00
1.00
0.60
3
3.75
7.75
4.00
1.70
2.00
4.25
13.20
18.70
5.50
1.80
0.90
1.20
4
3.50
6.00
6.00
1.20
1.70
4.00
11.60
37.70
5.00
1.60
1.30
1.90
5
3.25
3.50
5.00
1.50
1.70
3.50
12.20
80.70
4.75
1.70
0.50
1.40
6
3.00
3.25
3.50
1.00
1.90
5.00
12.20
46.85
4.75
1.80
0.30
1.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
3.00
7.75
2.50
1.30
3.25
3.00
18.25
36.60
4.75
1.60
0.30
1.20
8
3.00
12.20
2.00
1.20
3.25
3.50
79.10
31.65
4.50
1.70
0.40
1.10
9
3.00
8.50
2.00
1.10
4.00
2.50
137.35
26.50
3.75
2.00
0.40
1.00
10
2.75
5.75
2.50
1.10
3.50
1.80
53.10
22.75
3.00
3.50
0.30
0.90
11
2.75
4.25
3.00
3.75
2.75
1.90
32.20
20.95
2.50
3.50
0.40
0.70
12
3.00
3.50
3.75
7.75
1.90
1.90
25.50
28.00
2.50
4.00
0.20
0.50
13
3.00
3.00
4.25
6.00
2.25
1.90
24.10
21.85
3.00
3.50
0.10
0.40
14
3.25
2.75
4.25
4.25
1.90
1.90
25.50
19.15
4.25
3.00
0.30
0.00
15
3 25
2 50
4 00
3 25
2 25
1 70
22 30
16 90
4 00
2 50
0 20
0 20
.
.
.
.
.
.
.
.
.
.
.
.
16
3.25
2.50
4.75
2.75
1.60
1.40
20.05
15.65
3.50
2.00
0.10
0.40
17
3.25
3.75
4.75
2.50
1.10
1.30
16.90
14.60
3.00
1.80
0.10
0.00
18
3.25
2.25
5.00
2.25
1.50
1.20
15.30
13.55
3.00
1.60
0.10
0.00
19
3.25
2.50
7.00
2.00
1.10
1.20
14.60
12.20
3.00
1.60
0.20
0.00
20
3.25
2.75
6.25
1.50
1.10
2.75
15.65
11.60
2.75
1.50
0.30
0.00
21
3.00
2.50
5.25
2.25
1.00
3.00
18.25
10.70
2.25
1.60
0.20
0.00
22
2.25
1.90
4.75
3.00
4.25
1.90
15.65
9.50
2.00
1.50
0.40
0.00
23
2.00
1.70
4.00
3.25
9.25
1.70
17.35
9.00
1.90
1.50
1.20
0.00
24
2.50
1.40
3.00
2.75
6.00
1.60
20.05
8.25
2.00
1.70
1.10
0.00
25
4.50
1.10
2.75
2.75
10.70
2.75
29.00
7.50
1.90
1.00
0.90
0.00
26
5.75
0.80
2.75
1.80
9.00
9.50
24.55
7.00
1.90
1.10
1.60
0.00
27
5.25
0.70
3.50
1.80
7.25
6.25
19.60
6.50
1.60
1.10
0.90
0.00
28
4.25
7.50
5.25
1.90
9.25
4.75
18.25
5.75
2.75
1.10
0.50
0.00
29
4.25
7.50
4.25
1.90
10.70
7.00
32.75
5.50
7.25
1.10
0.00
30
4.00
0.50
3.25
2.00
8.00
19.60
25.50
5.50
4.25
1.10
0.00
31
0.30
3.50
6.50
18.25
3.00
1.10
0.00
----------
--------------
Total
101 00
122 85
114 45
78 25
126 90
113 25
813 40
592 10
110 55
59 10
15 30
13 20
2260 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.37
3.96
3.82
2.52
4.09
3.78
26.24
19.74
3.57
1.91
0.55
0.43
6.19 CMS
Max
5.75
12.20
7.00
7.75
10.70
19.60
137.35
80.70
7.25
4.00
1.60
1.90
137.35 CMS
Min
2.00
0.30
0.20
1.00
1.00
1.20
11.60
5.50
1.60
1.00
0.10
0.00
0.00 CMS
Runoff
8.73
10.61
9.89
6.76
10.96
9.79
70.28
51.16
9.55
5.11
1.32
1.14
195.29 MCM
285.30 CMS. at 68.34 m. (MSL.) at 24.00 Hours , on Oct 8 , 2014
Runoff Yield
3.36
154.718
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.