Basic HTML Version
49
300
350
400
Flow ? CMS
Flow of Nam Mae Lao (G.8)
at Ban Ton Yang
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
1.35
13.90
21.20
19.20
53.60
121.30
232.50
73.20
42.15
10.30
4.12
3.95
2
1.50
25.10
13.30
17.20
124.45
138.20
202.20
68.40
41.50
8.75
4.48
3.60
3
1.50
36.30
12.10
16.80
203.50
121.30
164.50
66.00
41.50
8.75
5.75
3.42
4
1.50
49.40
11.80
15.10
190.50
114.05
141.50
65.20
41.50
8.75
6.50
3.42
5
1.50
38.90
11.80
15.70
103.60
112.15
127.60
63.60
40.20
8.25
5.50
3.77
6
1.68
54.30
20.40
12.70
64.40
111.20
112.15
60.60
40.20
10.00
4.82
3.77
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.02
33.35
25.65
7.25
56.40
118.15
96.00
58.50
39.55
7.50
4.30
3.60
8
2.02
21.60
19.60
4.48
80.70
109.30
90.60
56.40
39.55
5.75
4.12
3.60
9
2.02
18.40
14.50
3.42
63.60
103.60
97.90
56.40
39.55
5.25
3.95
3.42
10
1.68
28.95
11.50
3.25
57.10
94.20
95.10
59.20
38.25
4.65
3.77
3.42
11
1.68
47.35
8.50
2.55
79.80
90.60
88.80
55.00
36.95
4.30
3.60
3.60
12
1.68
57.80
7.50
5.25
128.65
77.20
81.60
53.60
35.65
4.12
3.42
5.00
13
2.20
36.95
7.50
6.75
197.00
133.90
74.00
53.60
35.00
4.30
3.25
13.90
14
4.65
22.40
7.50
5.00
165.80
306.40
68.40
52.90
35.00
6.00
3.25
13.30
15
2 37
19 20
7 25
21 20
119 20
352 00
66 00
52 20
35 00
11 50
3 25
13 90
.
.
.
.
.
.
.
.
.
.
.
.
16
2.02
19.60
6.25
65.20
83.40
241.70
74.00
51.50
34.45
10.00
3.07
13.00
17
1.85
22.80
2.37
82.50
82.50
167.10
88.80
50.80
34.45
8.25
3.25
11.20
18
1.85
28.40
3.77
104.55
86.10
139.30
82.50
50.80
33.35
7.50
3.60
9.00
19
2.55
46.70
3.77
63.60
87.00
140.40
89.70
50.10
32.25
6.50
3.42
7.00
20
5.50
62.00
2.20
38.25
108.35
160.60
85.20
50.10
31.70
5.50
3.42
6.75
21
4.48
56.40
5.25
55.70
151.40
173.60
80.70
48.70
31.15
4.82
3.42
6.00
22
3.42
34.45
4.48
41.50
159.30
160.60
73.20
47.35
25.65
4.48
3.42
5.25
23
3.07
22.80
2.90
23.20
140.40
140.40
59.20
47.35
24.00
4.30
3.25
4.65
24
3.25
22.00
2.37
26.75
106.45
133.90
53.60
46.70
22.40
4.12
3.07
5.50
25
4.65
17.20
2.55
47.35
99.80
144.80
53.60
45.40
20.80
4.12
3.25
5.00
26
13.90
19.60
20.00
42.15
186.60
130.75
51.50
46.70
20.00
4.12
3.95
4.12
27
14.80
39.55
82.50
23.60
189.20
133.90
48.00
46.70
20.80
4.48
3.95
3.95
28
13.30
21.20
87.00
22.40
292.00
167.10
50.80
45.40
20.40
3.95
3.77
4.48
29
10.00
19.20
54.30
23.60
223.50
268.90
52.20
43.45
20.00
3.77
3.95
4.12
30
9.00
22.40
23.60
16.00
147.00
248.50
52.90
42.80
18.40
3.77
3.42
31
22.80
16.00
120.25
87.90
14.20
4.12
3.42
----------
--------------
Total
122 99
981 00
503 41
848 20
3951 55
4655 10
2822 65
1608 65
985 55
191 97
112 87
182 53 16966 47 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.10
31.65
16.78
27.36
127.47
155.17
91.05
53.62
31.79
6.19
3.89
5.89
46.36 CMS
Max
14.80
62.00
87.00
104.55
292.00
352.00
232.50
73.20
42.15
11.50
6.50
13.90
352.00 CMS
Min
1.35
13.90
2.20
2.55
53.60
77.20
48.00
42.80
14.20
3.77
3.07
3.42
1.35 CMS
Runoff
10.63
84.76
43.50
73.28
341.41
402.20
243.88
138.99
85.15
16.59
9.75
15.77
1465.90 MCM
372.25 CMS. at 408.69 m. (MSL.) at 11.00 Hours , on Sep 15 , 2011
Runoff Yield
15.94
127.965
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak