Basic HTML Version
197
200
250
300
Flow ? CMS
Flow of Mae Taeng (P.4A)
at Ban Mae Taeng
Water Year 2011
100
150
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
0.20
22.35
22.80
11.75
141.63
56.20
131.12
27.75
22.35
0.90
0.70
0.55
2
0.19
52.30
17.63
16.13
100.00
49.43
146.20
26.40
21.45
0.90
0.70
0.55
3
0.19
48.90
22.35
16.13
93.60
49.95
97.60
25.95
21.00
0.85
0.70
0.50
4
0.18
43.12
45.22
15.38
65.30
47.32
92.80
29.55
21.00
0.85
0.70
0.50
5
0.18
29.55
40.50
10.35
54.90
60.10
73.10
42.07
21.00
0.80
0.70
0.50
6
0.17
28.20
86.00
6.26
47.85
96.80
79.25
36.30
20.25
0.80
0.70
0.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.15
18.37
43.12
3.89
36.30
139.00
67.25
25.50
18.37
0.80
0.70
0.45
8
0.15
18.37
25.50
1.78
32.10
86.00
58.80
25.05
17.25
0.80
0.70
0.40
9
0.15
20.25
20.25
1.45
32.10
75.05
56.20
25.50
17.25
0.80
0.70
0.40
10
0.15
24.60
19.50
10.70
32.63
64.65
54.90
27.30
17.25
0.80
0.65
0.40
11
0.17
22.35
20.62
5.30
46.80
49.95
47.32
23.25
17.25
0.80
0.65
0.45
12
0.20
18.75
26.40
12.80
62.70
81.50
41.03
21.90
17.25
0.85
0.65
0.55
13
0.22
19.12
42.07
4.58
81.50
86.00
38.93
21.00
17.25
1.01
0.65
0.55
14
0.19
18.00
29.55
2.00
66.60
148.98
38.93
21.00
17.25
4.58
0.65
0.60
15
0 17
18 00
21 90
15 75
52 95
109 70
35 78
22 35
17 25
5 06
0 65
0 60
.
.
.
.
.
.
.
.
.
.
.
.
16
0.16
26.85
16.50
36.82
62.70
83.75
47.85
23.25
17.25
1.34
0.65
0.60
17
0.12
52.30
12.10
38.40
58.80
73.10
47.85
22.80
15.38
1.01
0.60
0.60
18
0.11
47.85
7.20
27.30
99.20
83.00
46.80
26.85
11.40
0.90
0.60
0.60
19
0.16
64.65
6.85
17.63
121.60
76.35
44.70
26.85
10.70
0.90
0.60
0.60
20
17.25
77.75
11.05
15.00
78.50
80.75
40.50
26.85
10.00
0.85
0.60
0.60
21
14.62
62.70
30.00
18.37
75.70
75.05
40.50
25.95
9.65
0.80
0.65
0.26
22
13.15
36.82
18.75
17.63
80.75
107.20
39.45
24.60
8.25
0.70
0.65
0.40
23
19.88
22.80
8.25
16.87
65.30
75.05
37.88
24.60
7.20
0.65
0.65
0.40
24
29.55
17.63
5.54
27.75
56.85
75.05
32.10
24.60
5.78
0.65
0.60
0.40
25
57.50
16.50
7.20
41.03
51.00
74.40
30.00
25.05
3.89
0.65
0.65
0.40
26
39.45
18.00
15.75
27.30
88.25
73.75
30.00
26.85
1.45
0.65
0.65
0.40
27
21.90
22.35
33.68
16.87
87.50
103.20
30.00
26.85
1.01
0.65
0.65
0.40
28
15.75
29.10
28.20
10.35
77.00
208.20
30.00
26.40
1.01
0.65
0.65
0.40
29
15.38
27.30
24.15
8.95
71.15
239.40
30.00
23.25
0.90
0.65
0.60
0.40
30
16.50
30.53
18.37
9.65
62.05
185.00
30.00
22.80
0.90
0.65
0.40
31
37.88
11.40
56.20
29.10
0.90
0.65
0.40
----------
--------------
Total
264 14
993 24
727 00
475 57
2139 51
2813 88
1645 94
778 42
389 09
32 95
19 00
14 76 10293 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
8.80
32.04
24.23
15.34
69.02
93.80
53.09
25.95
12.55
1.06
0.66
0.48
28.12 CMS
Max
57.50
77.75
86.00
41.03
141.63
239.40
146.20
42.07
22.35
5.06
0.70
0.60
239.40 CMS
Min
0.11
16.50
5.54
1.45
32.10
47.32
29.10
21.00
0.90
0.65
0.60
0.26
0.11 CMS
Runoff
22.82
85.82
62.81
41.09
184.85
243.12
142.21
67.26
33.62
2.85
1.64
1.28
889.36 MCM
251.17 CMS. at 337.49 m. (MSL.) at 04.00 Hours , on Sep 29 , 2011
Runoff Yield
14.57
130.14
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak