Basic HTML Version
229
200
250
Flow ? CMS
Flow of Nam Mae Khan (P.71A)
at Ban Klang
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
1.85
3.60
5.40
6.60
54.50
52.50
92.80
29.75
13.40
6.00
9.69
4.20
2
1.68
8.40
6.30
6.30
175.60
48.03
207.90
27.87
13.05
6.00
15.50
2.19
3
1.51
10.02
8.40
7.80
102.40
63.75
221.40
27.50
12.70
6.00
15.15
2.19
4
1.51
20.00
26.75
8.40
62.18
53.00
211.50
29.38
12.35
6.00
12.00
2.19
5
1.51
11.67
65.32
8.10
33.48
53.00
164.40
25.25
11.67
6.00
11.67
2.02
6
1.51
12.70
115.35
7.20
22.25
128.35
107.55
22.63
11.34
6.00
8.10
1.51
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.68
18.13
46.60
5.40
23.75
186.00
86.05
22.63
11.34
6.00
5.40
1.51
8
1.68
17.00
23.75
4.20
26.00
89.35
72.85
21.88
11.67
6.00
6.90
1.17
9
1.68
13.40
17.75
2.36
26.38
84.40
67.43
22.63
11.67
6.60
6.90
1.34
10
1.68
22.63
14.80
1.85
26.00
134.60
57.50
30.13
11.67
6.30
6.60
1.34
11
1.85
43.75
13.05
2.36
31.35
118.60
46.60
28.63
11.34
6.00
6.60
1.34
12
1.85
20.75
11.01
6.60
41.85
110.80
42.80
27.87
11.34
6.30
6.30
1.34
13
2.02
9.69
9.69
7.50
44.70
190.85
36.02
26.38
11.34
7.80
6.30
1.34
14
2.02
12.00
10.68
8.10
28.25
224.10
35.60
25.25
11.01
3.90
5.70
1.34
15
2 02
19 62
9 03
18 50
25 62
166 00
33 48
22 25
11 01
4 50
5 10
2 36
.
.
.
.
.
.
.
.
.
.
.
.
16
1.85
23.37
9.36
38.57
43.28
103.65
43.28
21.12
9.69
4.50
4.50
1.51
17
2.02
31.35
9.69
23.00
38.15
73.95
77.25
20.00
10.68
4.50
5.40
1.34
18
7.20
66.37
25.62
10.68
58.50
62.18
112.75
19.25
10.68
4.50
5.40
1.34
19
13.75
55.50
19.62
8.40
58.00
78.35
64.80
18.87
10.02
4.50
5.10
1.34
20
27.87
38.15
8.70
8.10
91.00
130.40
45.18
18.87
9.03
4.20
5.10
1.34
21
12.35
20.75
11.01
8.70
66.90
122.50
39.47
17.75
8.40
4.20
4.80
1.34
22
2.53
13.05
10.35
8.70
60.07
165.20
40.90
14.45
7.50
4.20
4.20
1.34
23
3.60
8.10
9.03
7.80
43.75
121.20
36.45
14.45
6.90
4.20
3.30
1.34
24
9.36
5.10
6.60
7.20
31.77
91.60
34.32
15.15
6.90
3.90
5.10
1.34
25
4.50
2.53
2.36
6.90
29.75
93.40
33.48
17.37
6.90
4.50
5.40
1.34
26
5.10
2.53
6.30
8.10
78.90
73.95
30.93
18.87
6.90
6.00
5.40
1.34
27
3.90
4.50
21.50
6.90
84.40
140.90
26.75
18.87
6.90
5.10
5.40
1.00
28
3.90
11.01
14.80
5.70
100.00
158.00
24.50
15.88
6.30
5.10
5.10
1.34
29
2.53
9.36
12.70
5.70
58.00
215.10
23.37
14.10
6.30
5.10
5.40
1.34
30
2.36
22.63
8.40
5.40
62.18
92.80
31.35
13.75
6.30
5.10
1.34
31
16.62
7.20
47.07
32.20
6.30
5.40
1.34
----------
--------------
Total
128 87
574 28
559 92
268 32
1676 03
3426 51
2180 86
648 78
302 60
164 40
197 51
48 65 10176 73 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.30
18.53
18.66
8.66
54.07
114.22
70.35
21.63
9.76
5.30
6.81
1.57
27.81 CMS
Max
27.87
66.37
115.35
38.57
175.60
224.10
221.40
30.13
13.40
7.80
15.50
4.20
224.10 CMS
Min
1.51
2.53
2.36
1.85
22.25
48.03
23.37
13.75
6.30
3.90
3.30
1.00
1.00 CMS
Runoff
11.13
49.62
48.38
23.18
144.81
296.05
188.43
56.06
26.15
14.20
17.07
4.20
879.27 MCM
233.10 CMS. at 288.49 m. (MSL.) at 12.00 Hours , on Sep 14 , 2011
Runoff Yield
17.02
142.656
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak