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225
100
120
140
Flow ‐ CMS
Flow of Ping River (P.75)
at Ban Cho Lae
Water Year 2012
40
60
80
0
20
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
21.15
20.45
15.50
10.76
8.17
10.76
19.90
12.70
7.14
2.90
6.15
3.30
2
21.15
20.45
15.10
11.50
7.47
10.02
24.50
8.54
7.47
3.10
4.10
8.54
3
21.15
20.45
14.30
11.50
7.14
31.50
26.60
7.47
15.10
3.10
4.50
8.91
4
18.30
20.45
13.50
11.13
6.81
73.65
20.45
8.17
7.80
3.30
4.30
11.50
5
21.80
21.00
12.30
11.90
6.48
79.35
19.35
9.65
6.81
3.30
4.30
11.50
6
26.35
23.10
11.90
13.90
6.81
40.25
22.40
6.48
6.81
2.90
3.90
11.13
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
25.70
26.60
12.70
12.30
6.81
47.00
44.00
5.49
6.15
3.50
3.70
10.02
8
25.70
28.00
19.35
14.30
6.81
100.70
20.45
6.48
6.15
3.70
3.30
10.76
9
25.05
23.10
16.05
14.30
7.47
119.10
16.05
6.15
5.49
3.90
3.30
10.39
10
22.45
18.80
12.70
23.10
7.80
90.20
14.70
5.49
4.83
3.90
5.49
10.02
11
22.45
15.10
12.30
16.05
8.17
108.10
13.50
4.50
4.83
7.80
5.82
9.65
12
33.80
13.10
11.50
12.30
12.70
91.25
12.70
4.50
4.83
10.76
7.80
10.02
13
32.95
12.30
12.70
12.30
8.91
64.45
11.90
6.15
4.50
10.76
7.47
10.76
14
32.95
11.50
14.70
13.10
7.80
70.80
11.13
8.91
4.10
10.39
2.70
10.39
15
32 95
11 13
14 70
18 80
7 14
74 60
10 39
8 54
3 90
7 14
2 50
9 65
.
.
.
.
.
.
.
.
.
.
.
.
16
32.95
9.65
20.45
14.70
7.47
53.40
10.02
7.80
3.90
3.30
2.20
8.54
17
24.40
8.91
15.50
13.90
10.39
41.75
10.02
7.80
4.10
2.90
1.90
7.80
18
11.40
8.91
16.05
13.50
7.80
33.60
8.91
7.47
4.30
2.50
3.10
6.81
19
11.85
8.54
17.70
14.70
7.80
26.60
9.28
7.47
4.50
2.70
10.02
5.82
20
9.45
9.65
14.70
13.10
8.91
25.20
9.65
7.80
4.50
2.90
6.81
3.70
21
4.90
12.30
12.30
10.76
10.02
28.70
11.13
9.65
4.83
2.90
7.47
3.50
22
4.30
12.70
12.70
9.65
13.90
30.10
8.17
8.17
5.16
2.90
9.65
11.50
23
4.30
12.30
11.50
9.28
22.40
27.30
7.80
7.14
4.83
2.70
9.28
11.13
24
3.40
11.13
11.50
10.76
28.70
21.00
7.14
6.48
4.83
2.70
9.65
11.13
25
22.40
11.50
11.50
15.50
58.50
19.35
7.47
6.48
4.50
2.50
6.81
10.76
26
24.50
11.50
11.13
11.50
63.60
19.35
7.80
7.14
3.90
2.35
2.35
9.28
27
21.00
11.13
10.76
9.65
21.70
17.70
7.14
7.80
3.90
2.70
2.35
3.30
28
21.00
12.70
10.76
10.39
25.20
15.50
6.81
7.14
3.70
7.14
2.05
1.60
29
21.70
13.10
10.02
7.14
17.70
21.00
6.48
7.14
2.70
9.65
1.60
30
22.40
13.10
10.02
9.28
17.70
21.00
6.81
7.14
2.90
16.60
1.60
31
16.60
8.54
13.50
8.17
2.90
12.30
1.60
----------
--------------
Total
623 85
469 25
405 89
389 59
451 78
1413 28
420 82
221 84
161 36
159 19
142 97
246 21
5106 03 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
20.80
15.14
13.53
12.57
14.57
47.11
13.57
7.39
5.21
5.14
5.11
7.94
13.99 CMS
Max
33.80
28.00
20.45
23.10
63.60
119.10
44.00
12.70
15.10
16.60
10.02
11.50
119.10 CMS
Min
3.40
8.54
10.02
7.14
6.48
10.02
6.48
4.50
2.70
2.35
1.90
1.60
1.60 CMS
Runoff
53.90
40.54
35.07
33.66
39.03
122.11
36.36
19.17
13.94
13.75
12.35
21.27
441.16 MCM
137.80 CMS. at 339.68 m. (MSL.) at 23.00 Hours , on Sep 8 , 2012
Runoff Yield
4.53
44.624
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak