Basic HTML Version
235
300
350
400
Flow ? CMS
Flow of Nam Mae Li (P.76)
at Ban Mae E ? Hai
Water Year 2011
100
150
200
250
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
2.00
20.10
22.87
14.45
20.89
38.72
64.38
29.35
5.32
1.74
1.30
1.06
2
1.70
14.45
18.15
13.40
27.60
32.05
112.80
23.26
5.10
1.63
1.74
0.98
3
1.40
10.18
13.05
12.42
57.13
40.45
374.90
15.00
4.66
1.22
1.85
0.98
4
1.06
9.66
19.32
11.02
65.63
30.70
366.80
15.00
6.50
1.14
1.63
0.90
5
1.06
41.03
22.87
11.58
47.35
27.21
299.20
15.00
5.10
1.22
1.52
0.98
6
1.06
26.02
24.84
16.20
27.60
77.90
201.20
14.00
4.00
1.96
1.30
0.82
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.06
17.76
30.25
12.42
20.89
59.43
124.80
14.00
3.52
1.85
1.22
0.82
8
0.99
14.45
20.50
11.02
19.71
38.15
97.90
12.24
4.44
1.96
1.22
0.66
9
0.78
13.75
16.98
9.90
19.32
34.30
79.25
13.50
3.52
1.85
1.14
0.74
10
1.06
126.40
15.50
8.70
18.54
32.95
67.50
14.00
4.44
2.07
1.06
0.74
11
1.70
260.80
14.80
9.18
16.98
37.58
58.85
13.00
4.88
2.18
1.14
0.66
12
1.40
67.50
13.75
8.22
22.47
55.98
45.05
12.62
4.00
2.18
1.14
0.82
13
1.70
39.30
14.10
9.90
23.26
90.20
38.72
12.24
3.52
2.18
1.22
1.06
14
2.50
36.10
13.40
7.74
17.76
128.80
37.00
11.86
3.20
2.18
0.98
1.06
15
2 50
37 58
12 42
13 40
16 98
100 80
33 40
11 10
3 04
2 29
1 06
0 98
.
.
.
.
.
.
.
.
.
.
.
.
16
2.65
22.47
10.46
28.45
19.32
54.83
39.88
10.34
3.68
2.07
1.06
1.06
17
2.10
16.98
9.90
30.25
20.10
38.72
60.63
9.20
3.04
2.29
1.06
1.06
18
1.90
58.85
6.45
26.42
18.93
36.55
76.55
8.00
3.04
2.07
0.90
1.41
19
2.10
75.20
7.50
28.45
25.63
33.85
65.00
8.30
2.07
2.07
0.98
1.30
20
4.38
70.00
14.45
24.05
27.60
34.30
49.65
8.00
5.32
2.07
1.06
1.22
21
13.05
50.80
23.65
17.37
28.45
32.50
43.33
8.30
5.54
1.96
2.18
1.22
22
5.23
34.30
19.32
17.76
19.71
40.45
38.72
7.70
4.66
1.85
2.07
1.06
23
3.40
26.82
15.50
15.50
13.75
47.93
35.65
7.40
3.84
1.85
1.96
0.98
24
3.70
24.84
10.74
12.70
13.40
43.90
31.15
8.00
3.04
1.74
1.63
0.98
25
4.04
18.93
13.05
11.86
13.05
54.83
29.80
8.30
2.18
1.63
1.52
0.90
26
3.87
23.26
14.80
11.02
75.87
45.62
29.35
8.00
1.85
1.52
1.22
0.74
27
4.72
28.45
22.47
10.18
170.90
118.40
27.21
8.00
1.63
1.52
1.06
0.82
28
4.04
28.90
22.47
9.90
94.40
96.50
22.87
7.40
3.84
1.52
1.14
0.82
29
5.06
21.68
17.76
10.18
49.07
83.98
21.28
6.80
4.44
1.52
1.06
0.82
30
16.98
23.65
15.50
9.42
38.15
128.00
20.10
5.54
3.52
1.52
0.74
31
31.15
8.94
54.83
21.68
3.20
1.52
0.74
----------
--------------
Total
99 19
1291 36
496 82
442 00
1105 27
1715 58
2614 60
345 45
120 13
56 37
38 42
29 13
8354 32 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.31
41.66
16.56
14.26
35.65
57.19
84.34
11.51
3.88
1.82
1.32
0.94
22.83 CMS
Max
16.98
260.80
30.25
30.25
170.90
128.80
374.90
29.35
6.50
2.29
2.18
1.41
374.90 CMS
Min
0.78
9.66
6.45
7.74
13.05
27.21
20.10
5.54
1.63
1.14
0.90
0.66
0.66 CMS
Runoff
8.57
111.57
42.93
38.19
95.50
148.23
225.90
29.85
10.38
4.87
3.32
2.52
721.81 MCM
558.75 CMS. at 370.22 m. (MSL.) at 24.00 Hours , on May 10 , 2011
Runoff Yield
14.78
361.885
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak