Basic HTML Version
249
80
100
120
Flow ‐ CMS
Flow of Ping River (P.90)
at Ban Thap Dua
Water Year 2012
40
60
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
8.65
4.25
13.50
6.55
9.00
16.20
26.50
13.95
4.00
1.80
4.75
1.80
2
6.20
4.75
9.90
6.90
8.65
29.54
28.52
7.25
6.55
1.80
4.00
1.80
3
6.20
4.25
10.80
6.55
6.90
47.34
27.00
6.90
13.05
2.20
4.00
1.80
4
6.20
4.25
12.60
6.90
6.90
88.62
26.00
6.90
6.90
3.75
4.00
2.40
5
12.15
4.75
15.75
7.60
6.90
65.10
25.00
6.90
6.90
1.80
4.75
4.75
6
14.85
9.00
8.30
7.95
6.90
36.24
24.50
6.90
6.90
1.80
4.00
3.25
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
13.95
17.55
10.80
7.60
6.90
55.18
29.03
6.90
6.90
1.80
4.00
1.80
8
10.35
13.95
25.00
8.65
6.90
29.54
25.50
5.85
5.85
1.80
4.00
1.80
9
10.80
11.70
13.95
10.35
6.90
105.23
25.00
4.00
4.00
2.20
4.00
1.80
10
10.35
15.75
10.80
12.60
8.65
86.66
23.00
4.00
4.00
4.00
4.00
1.80
11
15.30
9.90
9.45
9.90
12.60
97.20
17.10
4.00
4.75
4.00
4.00
1.80
12
11.70
7.60
7.60
8.30
14.40
80.85
9.45
4.25
4.00
4.00
4.75
2.40
13
6.90
6.90
7.60
13.05
8.65
76.34
6.90
6.90
4.00
4.25
4.00
1.80
14
6.90
6.20
6.90
21.50
7.25
66.34
7.95
4.00
4.00
5.00
4.00
1.80
15
5 85
6 55
6 90
13 95
6 90
59 52
9 90
7 60
4 00
4 00
4 00
1 80
.
.
.
.
.
.
.
.
.
.
.
.
16
6.55
6.20
6.90
9.90
6.90
47.90
6.90
6.90
4.00
4.00
4.00
1.80
17
6.55
6.20
6.55
8.65
6.90
40.56
7.95
6.90
4.00
4.00
4.00
2.60
18
5.85
5.85
6.55
11.70
7.60
40.00
16.20
5.50
4.00
4.00
4.00
2.80
19
5.85
5.85
6.55
10.80
6.90
37.78
10.80
4.50
4.00
4.00
4.00
2.80
20
5.50
5.85
6.20
10.80
8.30
33.67
10.80
7.60
4.00
4.00
4.00
2.80
21
4.25
6.55
6.20
11.25
11.25
35.72
10.80
11.25
4.00
4.75
3.25
2.80
22
4.25
6.90
6.20
10.80
13.05
40.56
9.90
7.25
4.00
4.00
1.80
2.80
23
4.25
6.90
5.50
10.35
25.50
28.00
6.90
6.90
4.00
4.00
1.80
2.80
24
4.25
7.25
6.20
11.70
34.18
25.50
7.95
6.90
4.00
4.00
1.80
2.80
25
4.75
7.60
6.20
14.40
65.10
23.50
6.90
5.85
4.00
4.00
1.80
2.80
26
4.25
7.25
6.20
11.25
38.30
23.50
6.90
4.00
4.25
4.00
2.20
2.80
27
4.50
7.60
6.20
11.25
26.00
23.00
6.90
4.00
4.25
4.00
1.80
2.80
28
4.50
8.65
6.20
10.80
27.00
22.50
6.90
4.00
4.25
4.00
1.80
2.80
29
4.25
8.30
5.85
9.45
17.10
23.00
6.90
4.00
3.25
4.00
2.80
30
4.25
8.30
6.20
8.30
19.00
22.50
8.65
4.00
1.80
4.25
2.80
31
14.85
7.60
14.40
19.00
1.80
6.55
2.80
----------
--------------
Total
220 15
247 45
263 55
317 35
451 88
1407 59
461 70
185 85
145 40
111 75
98 50
76 20
3987 37 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.34
7.98
8.78
10.24
14.58
46.92
14.89
6.20
4.69
3.60
3.52
2.46
10.92 CMS
Max
15.30
17.55
25.00
21.50
65.10
105.23
29.03
13.95
13.05
6.55
4.75
4.75
105.23 CMS
Min
4.25
4.25
5.50
6.55
6.90
16.20
6.90
4.00
1.80
1.80
1.80
1.80
1.80 CMS
Runoff
19.02
21.38
22.77
27.42
39.04
121.62
39.89
16.06
12.56
9.66
8.51
6.58
344.51 MCM
116.80 CMS. at 345.84 m. (MSL.) at 12.00 Hours , on Sep 9 , 2012
Runoff Yield
6.58
70.319
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak