Basic HTML Version
219
200
250
300
Flow ‐ CMS
Flow of Ping River (P.67)
at Ban Mae Tae
Water Year 2012
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
11.82
13.14
39.00
7.80
8.70
19.17
27.30
19.78
8.10
2.48
7.29
1.96
2
14.90
12.26
37.00
9.00
7.50
49.00
50.00
12.26
8.70
3.18
3.96
2.34
3
14.46
11.38
32.00
7.80
7.08
55.00
37.00
10.20
14.90
2.62
4.50
3.32
4
13.14
10.94
28.20
10.20
6.45
158.25
29.10
10.50
9.90
2.62
4.68
4.32
5
14.90
11.38
21.00
9.90
7.80
237.92
23.70
17.95
8.10
1.84
4.50
6.45
6
19.78
21.90
19.17
10.20
6.66
107.00
25.50
14.46
7.29
1.84
3.18
4.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
19.78
63.30
21.00
11.38
6.66
115.40
48.00
12.26
6.45
1.84
2.48
3.60
8
20.39
47.00
21.90
13.14
6.24
237.95
24.60
12.26
6.03
1.60
2.62
2.62
9
16.73
44.00
25.50
12.70
7.80
262.00
15.51
7.08
5.04
1.60
2.34
2.48
10
14.90
38.00
30.00
30.00
7.80
237.94
14.02
7.29
4.68
1.60
3.18
2.20
11
16.12
32.00
30.00
22.80
8.40
237.95
11.82
7.08
4.68
2.90
3.78
1.72
12
21.00
19.17
26.40
10.94
19.17
260.00
10.20
7.08
4.68
5.22
5.61
3.32
13
21.00
14.90
20.39
9.60
14.90
237.92
9.90
17.34
4.68
5.22
5.40
3.60
14
21.00
12.26
21.00
10.20
6.66
237.93
9.90
49.00
4.86
5.61
3.60
3.78
15
17 95
12 70
18 56
10 94
6 45
237 96
11 82
21 00
4 86
5 04
2 08
3 46
.
.
.
.
.
.
.
.
.
.
.
.
16
14.90
15.51
13.14
13.14
7.08
133.60
10.94
10.94
3.78
3.32
1.84
3.18
17
17.34
14.90
10.50
10.20
16.73
97.00
9.90
9.60
4.50
2.34
2.48
2.90
18
8.70
14.46
12.26
11.82
9.00
71.00
8.70
9.30
4.32
3.60
7.08
2.34
19
7.08
14.02
12.70
12.26
10.20
44.00
11.38
9.30
4.68
3.04
10.50
1.84
20
8.70
13.58
12.26
13.58
9.90
38.00
11.38
9.00
4.68
2.08
8.10
1.24
21
11.38
13.58
9.60
15.51
9.90
71.00
10.50
11.38
4.32
1.72
5.22
1.24
22
9.90
16.12
8.70
13.14
9.00
74.30
10.20
10.94
3.18
1.84
5.61
2.90
23
9.90
13.14
9.00
7.80
27.30
50.00
8.40
10.20
2.62
1.84
5.61
3.32
24
6.87
12.70
9.30
14.02
44.00
42.00
7.08
8.10
2.76
1.84
5.61
3.18
25
7.80
13.58
10.20
31.00
75.40
34.00
7.29
8.10
2.90
1.72
5.40
3.04
26
8.10
14.46
9.00
19.17
103.25
32.00
8.70
14.02
3.04
1.84
3.78
3.04
27
7.80
14.90
8.40
14.90
64.40
30.00
6.87
10.20
3.04
1.84
2.08
3.18
28
8.70
17.34
8.40
12.70
72.10
27.30
7.08
10.20
3.04
1.60
2.34
2.08
29
10.50
19.78
6.66
11.38
46.00
31.00
6.24
10.20
2.48
1.12
1.72
30
10.50
22.80
7.50
10.50
49.00
28.20
5.82
9.90
2.08
1.36
1.96
31
32.00
9.60
29.10
7.80
2.08
3.46
1.60
----------
--------------
Total
406 04
627 20
538 74
407 32
710 63
3494 79
486 65
376 92
156 45
79 77
124 85
88 43
7497 79 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.53
20.23
17.96
13.14
22.92
116.49
15.70
12.56
5.05
2.57
4.46
2.85
20.54 CMS
Max
21.00
63.30
39.00
31.00
103.25
262.00
50.00
49.00
14.90
5.61
10.50
6.45
262.00 CMS
Min
6.87
10.94
6.66
7.80
6.24
19.17
5.82
7.08
2.08
1.12
1.84
1.24
1.12 CMS
Runoff
35.08
54.19
46.55
35.19
61.40
301.95
42.05
32.57
13.52
6.89
10.79
7.64
647.81 MCM
286.40 CMS. at 317.64 m. (MSL.) at 10.00 Hours , on Sep 9 , 2012
Runoff Yield
3.86
53.804
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak