Basic HTML Version
439
250
300
350
Flow ? CMS
Flow of Nam Mae Wong (Ct.5A)
at Ban Pang Makha
Water Year 2011
100
150
200
0
50
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
5.40
7.80
11.10
5.80
12.50
14.50
32.00
31.50
5.20
3.80
2.50
2.00
2
4.80
5.60
24.10
4.80
18.10
29.00
26.50
26.50
5.20
3.80
2.50
1.90
3
4.40
58.80
39.95
4.20
14.90
22.30
15.70
25.00
5.00
3.80
5.00
1.80
4
4.20
13.30
41.60
5.00
14.90
18.90
113.50
22.30
5.00
3.70
5.00
1.70
5
4.00
9.00
33.50
10.40
11.80
16.90
136.70
20.95
4.80
3.70
3.80
1.60
6
4.40
11.10
30.50
8.10
10.40
14.10
99.25
18.50
4.80
3.70
3.40
1.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
5.40
12.90
28.00
6.60
9.00
12.90
125.50
16.90
4.80
3.70
3.30
1.40
8
5.80
16.50
67.90
5.40
8.70
12.50
95.50
16.10
5.40
3.60
3.20
1.30
9
5.20
10.40
22.30
5.00
8.70
12.15
63.35
14.90
5.20
3.60
3.20
1.30
10
4.60
10.75
17.30
4.40
8.70
31.00
62.70
14.10
5.20
3.50
3.00
1.20
11
4.40
7.50
10.40
5.00
5.60
77.70
56.90
12.50
5.00
3.50
3.10
1.20
12
4.60
6.00
9.00
3.90
5.20
192.50
55.10
11.45
5.00
3.50
2.90
1.00
13
4.20
5.40
16.50
4.60
7.50
292.75
50.40
10.75
5.00
3.40
2.80
1.00
14
4.20
4.00
7.80
7.50
5.60
111.25
102.25
10.40
5.00
3.40
2.80
0.95
15
4 00
150 60
6 00
5 20
14 50
76 35
59 45
10 05
5 00
3 30
2 70
0 95
.
.
.
.
.
.
.
.
.
.
.
.
16
4.00
68.55
6.00
6.00
9.00
49.85
150.60
9.70
5.00
3.30
2.70
0.90
17
3.80
81.20
5.60
4.80
12.90
34.00
172.70
9.35
4.80
3.20
2.60
0.90
18
3.50
39.40
5.60
4.00
18.90
23.20
178.65
8.40
4.80
3.20
2.60
0.85
19
3.10
26.50
5.60
3.70
13.30
29.00
118.30
7.50
4.80
3.10
2.50
0.85
20
2.80
12.90
5.00
3.50
13.30
30.00
78.40
7.20
4.60
3.10
2.50
0.80
21
3.10
11.10
4.80
5.00
14.10
25.50
64.65
6.90
4.60
3.10
2.40
0.80
22
3.30
8.10
4.80
7.20
11.45
32.50
58.80
6.30
4.60
3.10
2.40
0.75
23
3.20
7.50
4.20
8.70
9.35
57.50
56.90
6.00
4.40
3.10
2.30
0.75
24
3.60
6.60
4.00
10.05
7.80
46.00
53.90
6.00
4.40
3.00
2.30
0.75
25
5.40
7.50
3.90
6.30
8.40
100.75
55.70
5.80
4.40
2.90
2.20
0.70
26
3.90
35.55
3.70
7.50
10.05
38.85
51.50
5.60
4.20
2.80
2.20
0.70
27
3.20
14.10
5.60
13.70
10.75
25.50
48.20
5.60
4.20
2.70
2.10
0.65
28
3.10
16.10
8.70
10.40
40.50
43.80
43.80
5.40
4.20
2.60
2.10
0.65
29
3.20
15.30
6.90
20.50
24.55
29.50
37.75
5.40
4.00
2.60
2.00
0.65
30
4.40
14.10
5.60
11.80
29.00
25.50
43.80
5.40
4.00
2.60
0.60
31
14.90
8.10
18.90
38.85
3.90
2.60
0.55
----------
--------------
Total
123 20
709 05
445 95
217 15
408 35
1526 25
2347 30
362 45
146 50
101 00
82 10
32 65
6501 95 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.11
22.87
14.86
7.00
13.17
50.88
75.72
12.08
4.73
3.26
2.83
1.05
17.76 CMS
Max
5.80
150.60
67.90
20.50
40.50
292.75
178.65
31.50
5.40
3.80
5.00
2.00
292.75 CMS
Min
2.80
4.00
3.70
3.50
5.20
12.15
15.70
5.40
3.90
2.60
2.00
0.55
0.55 CMS
Runoff
10.64
61.26
38.53
18.76
35.28
131.87
202.81
31.32
12.66
8.73
7.09
2.82
561.77 MCM
348.80 CMS. at 107.84 m. (MSL.) at 06.00 Hours , on Sep 13 , 2011
Runoff Yield
18.18
357.011
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak