Basic HTML Version
261
250
300
350
Flow ? CMS
Flow of Nam Mae Taeng (P.92)
at Ban Mueang Kud
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
4.40
50.55
30.58
26.80
121.75
81.80
134.40
44.10
25.24
19.20
13.65
8.40
2
4.40
45.66
33.10
29.32
94.80
73.40
135.80
37.36
25.24
18.72
13.65
8.40
3
4.40
38.07
33.10
33.81
91.50
68.15
123.00
38.07
25.76
18.72
13.65
8.40
4
4.40
35.94
43.32
34.52
69.20
68.15
93.70
37.36
25.76
19.20
13.65
8.40
5
4.40
26.80
45.66
29.95
58.20
95.90
87.10
38.07
25.24
18.72
13.65
8.08
6
4.40
28.69
84.95
28.69
57.35
111.75
79.70
36.65
24.72
18.24
13.65
8.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
4.40
23.68
46.44
24.72
54.80
148.40
74.45
36.65
24.20
18.24
12.75
8.40
8
4.82
20.64
30.58
22.64
50.55
110.50
71.30
35.94
23.68
18.24
13.65
8.08
9
4.40
20.64
26.80
28.06
56.50
99.20
69.20
35.94
23.16
17.28
13.20
8.08
10
4.40
28.69
27.43
42.54
54.80
88.20
64.15
35.94
23.16
16.80
11.91
8.08
11
4.40
23.68
29.32
48.00
72.35
73.40
59.05
34.52
22.64
16.35
12.30
7.76
12
4.40
17.76
38.07
33.81
78.65
77.60
58.20
33.81
22.64
15.90
12.30
7.76
13
4.40
15.90
39.49
30.58
95.90
134.40
56.50
32.47
22.64
16.80
11.52
8.08
14
4.40
17.28
32.47
38.78
82.85
137.20
55.65
31.21
22.12
24.20
11.13
8.40
15
4 40
24 20
31 21
67 10
66 05
130 50
57 35
29 95
22 12
20 16
10 74
10 35
.
.
.
.
.
.
.
.
.
.
.
.
16
4.40
42.54
29.95
59.05
64.15
102.50
62.45
29.95
22.64
19.20
10.74
9.96
17
4.40
59.05
28.69
60.75
67.10
86.00
65.00
29.95
22.12
19.68
10.74
9.57
18
4.40
47.22
29.95
51.40
102.50
81.80
61.60
29.95
22.64
15.90
10.74
8.40
19
5.24
73.40
29.32
41.76
115.50
91.50
56.50
29.95
22.12
15.00
10.74
8.40
20
7.51
52.25
31.84
43.32
95.90
98.10
52.25
29.32
21.60
14.55
10.35
8.08
21
11.55
28.69
56.50
41.76
92.60
103.60
50.55
28.69
21.60
14.55
10.35
8.08
22
10.54
26.28
45.66
38.07
98.10
144.20
48.00
27.43
21.60
14.55
10.35
8.08
23
16.80
23.68
29.95
38.07
87.10
94.80
45.66
26.80
21.12
14.10
10.35
7.44
24
38.78
19.20
28.06
53.95
73.40
90.40
44.10
27.43
21.12
13.65
9.57
7.12
25
43.32
18.24
29.95
59.05
74.45
87.10
44.10
28.69
21.12
13.20
9.18
7.12
26
33.81
25.76
32.47
44.88
110.50
82.85
42.54
29.95
21.12
13.20
8.79
7.12
27
22.12
41.76
50.55
38.07
129.25
144.20
42.54
29.95
20.64
13.65
8.79
7.12
28
19.20
31.21
43.32
35.23
120.50
171.50
41.76
29.32
20.64
13.65
8.79
6.80
29
21.12
30.58
31.21
31.21
98.10
297.00
56.50
28.06
20.64
13.65
8.40
6.80
30
31.84
34.52
26.80
29.95
86.00
215.75
50.55
25.76
20.64
13.65
6.80
31
34.52
37.36
74.45
48.00
19.68
14.10
6.80
----------
--------------
Total
341 45
1007 08
1096 74
1223 20
2594 85
3389 85
2031 65
969 24
699 36
513 05
329 28
248 76 14444 51 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.38
32.49
36.56
39.46
83.70
113.00
65.54
32.31
22.56
16.55
11.35
8.02
39.47 CMS
Max
43.32
73.40
84.95
67.10
129.25
297.00
135.80
44.10
25.76
24.20
13.65
10.35
297.00 CMS
Min
4.40
15.90
26.80
22.64
50.55
68.15
41.76
25.76
19.68
13.20
8.40
6.80
4.40 CMS
Runoff
29.50
87.01
94.76
105.68
224.20
292.88
175.54
83.74
60.43
44.33
28.45
21.49
1248.01 MCM
341.60 CMS. at 443.64 m. (MSL.) at 15.00 Hours , on Sep 29 , 2011
Runoff Yield
23.88
206.655
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak