Basic HTML Version
309
80
100
120
Flow ‐ CMS
Flow of Nam Pi (Y.24)
at Ban Mang
Water Year 2012
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
1.35
5.00
10.68
2.85
2.75
7.10
9.57
3.60
2.85
1.70
1.70
1.40
2
1.35
4.60
9.57
2.85
3.30
5.80
11.22
3.30
2.80
1.75
1.60
1.47
3
1.35
3.90
6.28
3.10
3.20
11.50
7.37
2.85
2.80
1.75
1.85
1.43
4
1.35
3.60
10.68
4.00
3.10
30.75
7.93
3.30
2.70
1.75
2.15
1.50
5
1.35
3.60
9.85
6.00
3.10
25.00
6.00
2.80
2.60
1.80
2.05
1.58
6
1.35
3.40
8.47
5.60
3.10
15.90
28.50
2.85
2.55
1.80
2.00
1.55
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.65
17.50
5.80
4.60
3.10
12.70
14.30
2.90
2.50
1.75
2.00
1.50
8
1.75
16.30
5.00
3.50
3.90
9.30
16.30
2.85
2.45
1.75
1.95
1.47
9
1.65
11.50
12.70
2.95
9.85
69.00
7.93
2.85
2.40
1.70
1.75
1.47
10
1.55
10.95
11.22
2.80
15.10
26.50
5.60
2.85
2.35
1.70
1.55
1.47
11
1.68
7.37
8.75
2.65
9.02
18.70
5.00
2.85
2.30
1.70
1.90
1.45
12
1.60
4.80
8.47
2.85
6.00
11.50
4.00
2.85
2.25
1.70
2.60
1.45
13
1.60
3.60
7.93
2.85
5.00
9.85
3.30
2.85
2.20
1.70
2.85
1.45
14
1.53
3.20
6.00
2.85
4.00
24.50
3.20
2.80
2.15
1.75
3.00
1.43
15
1 47
3 10
4 60
2 75
3 60
17 50
3 80
2 70
2 10
1 75
2 70
1 40
.
.
.
.
.
.
.
.
.
.
.
.
16
1.45
2.90
4.40
2.75
7.10
9.57
3.80
2.65
2.05
1.75
2.95
1.37
17
1.43
2.90
4.20
2.75
5.20
7.93
3.50
2.65
2.00
1.75
3.10
1.35
18
1.40
7.10
3.80
2.85
4.20
5.40
7.10
2.60
1.95
1.75
3.20
1.30
19
1.40
5.80
3.50
9.85
3.80
4.80
4.00
2.60
1.95
1.75
3.20
1.30
20
1.40
4.40
3.40
4.00
5.60
4.20
3.50
2.60
1.95
1.75
3.10
1.30
21
1.37
4.20
3.10
3.10
3.80
4.00
2.75
2.55
1.95
1.75
4.60
1.28
22
1.35
4.20
2.85
2.70
3.70
6.82
2.40
2.55
1.90
1.75
6.28
1.25
23
1.32
3.70
2.85
2.70
4.00
5.20
2.15
2.50
1.85
1.70
5.00
1.25
24
1.32
4.60
2.85
104.10
7.93
3.80
1.90
2.45
1.80
1.70
3.60
1.22
25
1.30
4.20
3.10
68.25
18.70
3.80
1.75
2.55
1.80
1.70
3.10
1.22
26
1.30
96.50
3.30
15.50
69.75
9.57
1.45
2.45
1.75
1.70
3.00
1.22
27
1.28
103.15
3.10
8.20
42.68
10.12
1.55
2.35
1.75
1.65
2.90
1.22
28
9.57
24.00
2.85
5.60
22.00
31.38
2.50
2.60
1.75
1.65
2.70
1.25
29
6.82
20.50
2.85
6.28
14.30
32.00
2.55
4.20
1.75
1.50
1.28
30
7.10
11.50
2.85
4.60
9.02
19.50
2.45
3.40
1.70
1.50
1.30
31
10.95
2.35
6.28
3.50
1.70
1.90
1.30
----------
--------------
Total
62 39
413 02
175 00
297 78
306 18
453 69
180 87
84 90
66 60
53 30
78 38
42 43
2214 54 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.08
13.32
5.83
9.61
9.88
15.12
5.83
2.83
2.15
1.72
2.80
1.37
6.07 CMS
Max
9.57
103.15
12.70
104.10
69.75
69.00
28.50
4.20
2.85
1.90
6.28
1.58
104.10 CMS
Min
1.28
2.90
2.85
2.35
2.75
3.80
1.45
2.35
1.70
1.50
1.55
1.22
1.22 CMS
Runoff
5.39
35.69
15.12
25.73
26.45
39.20
15.63
7.34
5.75
4.61
6.77
3.67
191.34 MCM
222.60 CMS. at 262.62 m. (MSL.) at 18.00 Hours , on Jul 24 , 2012
Runoff Yield
10.28
377.288
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak