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120
140
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Flow ‐ CMS
Flow of Lam Phachi (K.62)
at Ban Nong Phai
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
1.58
0.68
1.10
1.05
1.35
2.50
5.60
28.80
13.56
8.72
5.30
3.40
2
1.52
0.76
1.15
1.05
1.40
2.20
4.55
29.70
13.78
8.36
5.15
3.30
3
1.52
0.68
1.45
1.00
1.30
2.00
5.30
30.33
13.34
8.00
4.85
3.80
4
1.76
0.94
1.60
0.80
1.20
1.90
4.85
52.43
13.12
7.70
5.00
5.75
5
1.70
0.64
2.00
0.85
1.15
1.80
5.00
115.30
12.90
7.55
5.15
5.15
6
1.70
0.56
2.30
0.70
1.25
1.80
5.00
76.30
12.90
7.55
4.25
4.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.64
0.66
1.30
0.75
1.30
2.00
8.36
63.95
12.90
7.25
3.65
4.55
8
1.52
1.58
1.15
0.80
1.35
1.60
35.34
53.72
12.68
7.40
3.50
4.40
9
1.24
1.20
1.15
0.70
1.40
1.70
151.58
47.80
12.24
7.55
3.65
4.25
10
1.08
0.88
1.25
0.70
1.40
1.35
85.50
40.20
11.80
8.36
3.50
3.80
11
0.97
0.70
1.15
0.85
1.40
1.40
60.80
35.68
11.60
8.54
3.50
3.40
12
0.91
0.62
1.15
1.60
1.25
1.30
45.00
42.72
11.20
8.72
3.40
3.20
13
0.85
0.60
1.10
1.70
1.20
1.30
36.36
41.28
11.00
8.72
3.30
2.90
14
0.94
0.64
1.35
1.40
1.20
1.25
37.05
33.64
10.60
8.36
3.20
2.60
15
0 91
0 58
1 15
1 20
1 20
1 25
32 31
29 40
10 40
7 85
3 30
2 30
.
.
.
.
.
.
.
.
.
.
.
.
16
0.82
0.52
1.20
1.10
1.20
1.20
27.60
26.72
10.00
7.40
3.10
2.70
17
0.82
0.58
1.35
1.10
1.00
1.15
24.20
24.48
9.62
7.10
3.10
2.40
18
0.88
0.60
1.20
1.05
1.05
1.10
21.96
22.80
9.44
6.80
3.00
2.10
19
0.82
0.62
1.45
1.05
1.00
1.05
20.36
21.14
9.44
6.50
3.00
1.80
20
0.85
0.62
1.50
0.95
1.05
1.15
21.68
20.10
9.26
6.50
3.20
1.70
21
0.79
0.54
1.35
1.00
0.95
1.40
23.08
18.80
8.90
6.35
3.30
1.60
22
0.73
0.46
1.25
1.05
1.05
1.35
21.96
17.80
8.54
6.35
3.20
1.70
23
0.70
0.44
1.15
1.15
2.40
1.20
21.68
16.80
8.36
6.20
3.95
1.60
24
0.82
0.44
1.10
1.10
2.30
1.15
42.36
16.30
8.54
6.50
5.00
1.60
25
0.85
0.38
1.05
1.20
2.70
1.25
63.50
15.84
8.36
6.20
4.55
1.60
26
0.82
0.34
1.05
1.25
3.10
2.10
53.72
15.38
8.00
5.75
4.40
1.50
27
0.79
0.32
1.10
1.15
2.80
2.70
36.02
14.92
7.85
5.60
5.60
1.50
28
0.68
0.85
1.30
1.15
2.60
2.00
29.40
14.46
7.85
5.45
3.95
1.45
29
0.62
3.00
1.30
1.20
3.80
1.90
45.40
14.00
10.80
5.45
1.40
30
0.64
1.30
1.15
1.15
3.20
5.75
50.74
13.78
10.20
5.45
1.35
31
1.20
1.35
2.70
31.98
9.26
5.30
1.60
----------
--------------
Total
31 47
23 93
38 85
33 15
52 25
51 80
1058 24
994 57
328 44
219 53
110 05
85 10
3027 38 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.05
0.77
1.30
1.07
1.69
1.73
34.14
33.15
10.59
7.08
3.93
2.75
8.29 CMS
Max
1.76
3.00
2.30
1.70
3.80
5.75
151.58
115.30
13.78
8.72
5.60
5.75
151.58 CMS
Min
0.62
0.32
1.05
0.70
0.95
1.05
4.55
13.78
7.85
5.30
3.00
1.35
0.32 CMS
Runoff
2.72
2.07
3.36
2.86
4.51
4.48
91.43
85.93
28.38
18.97
9.51
7.35
261.57 MCM
184.32 CMS. at 53.32 m. (MSL.) at 04.00 Hours , on Oct 9 , 2014
Runoff Yield
4.81
106.852
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak