Basic HTML Version
257
300
350
400
Flow ? CMS
Flow of Ping River (P.90)
at Ban Thap Dua
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
3.98
15.39
16.50
17.36
167.25
70.80
123.60
14.65
13.54
10.28
7.16
6.14
2
3.72
23.20
12.80
26.56
111.65
63.60
115.85
14.28
13.17
10.28
7.16
6.14
3
3.98
27.52
19.08
23.68
98.00
60.90
94.00
14.28
13.17
10.28
7.16
6.48
4
3.98
34.72
35.20
18.22
69.90
48.69
93.00
13.17
13.17
10.28
7.16
7.16
5
3.72
29.92
25.12
16.13
52.69
56.01
92.00
10.64
13.17
10.28
7.16
8.18
6
3.72
31.36
24.16
13.91
46.70
152.80
84.00
10.64
12.80
9.92
7.16
7.16
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.72
15.02
25.12
13.54
47.37
124.75
62.70
11.36
11.36
9.56
7.50
7.16
8
3.72
13.91
18.22
13.54
39.23
90.00
51.36
15.76
13.17
9.56
7.16
7.16
9
3.46
16.93
14.65
13.91
46.13
67.20
42.10
17.79
13.17
9.56
6.48
7.16
10
3.46
39.80
13.91
14.28
54.02
60.00
33.76
13.17
13.17
9.20
6.82
7.16
11
3.72
26.08
14.28
13.91
81.00
53.35
18.22
11.00
12.80
9.20
6.48
7.16
12
3.98
18.22
15.02
12.80
103.25
51.36
6.14
9.56
12.80
9.56
6.48
7.16
13
4.76
16.13
20.37
11.36
95.00
79.00
7.84
7.16
12.44
10.64
6.48
8.52
14
5.80
12.44
27.04
20.37
69.90
76.20
18.65
7.16
11.00
14.65
6.48
7.84
15
6 48
11 00
21 28
23 20
46 13
93 00
6 14
7 16
11 72
12 80
6 48
10 28
.
.
.
.
.
.
.
.
.
.
.
.
16
4.50
10.64
18.22
56.68
47.37
69.00
17.79
7.16
10.64
10.64
6.48
9.92
17
3.98
13.17
16.50
52.69
42.10
63.60
47.37
7.16
10.64
10.64
6.48
8.86
18
3.72
23.68
14.28
50.69
68.10
62.70
10.28
7.16
10.64
10.28
6.48
7.16
19
4.76
33.76
14.65
33.76
88.00
62.70
10.64
7.16
10.64
9.92
6.48
7.16
20
6.14
29.44
14.65
28.48
50.03
63.60
5.80
7.16
10.64
9.56
6.82
7.16
21
7.84
19.08
15.02
31.36
75.30
64.50
4.24
7.16
10.64
9.56
6.48
7.16
22
12.08
14.65
18.65
25.60
95.00
104.30
3.72
6.82
10.64
9.56
6.48
7.84
23
18.65
12.80
14.65
22.24
67.20
87.00
2.18
6.82
10.64
8.86
6.48
7.16
24
34.24
10.64
13.91
31.84
58.01
84.00
2.18
7.16
10.64
7.16
6.48
6.82
25
60.90
10.64
14.65
42.10
113.75
179.75
2.18
7.16
10.64
7.16
6.48
7.16
26
22.24
11.00
23.68
28.96
334.20
90.00
3.20
8.52
11.36
7.16
6.48
7.16
27
23.68
12.44
43.25
22.72
143.20
189.75
23.20
13.17
10.64
7.16
6.48
7.16
28
17.36
14.65
28.96
18.22
128.20
178.50
16.50
13.54
10.64
7.16
6.14
7.16
29
30.88
18.22
21.28
17.36
102.20
264.80
14.28
13.54
10.64
7.16
6.14
7.50
30
22.24
39.80
18.65
14.65
85.00
152.80
15.39
13.91
10.64
7.50
9.56
31
27.52
28.96
72.60
17.79
10.64
7.16
9.56
----------
--------------
Total
335 41
633 77
593 75
759 08
2698 48
2864 66
1046 10
311 38
361 61
292 69
193 70
235 36 10325 99 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.18
20.44
19.79
24.49
87.05
95.49
33.75
10.38
11.66
9.44
6.68
7.59
28.21 CMS
Max
60.90
39.80
43.25
56.68
334.20
264.80
123.60
17.79
13.54
14.65
7.50
10.28
334.20 CMS
Min
3.46
10.64
12.80
11.36
39.23
48.69
2.18
6.82
10.64
7.16
6.14
6.14
2.18 CMS
Runoff
28.98
54.76
51.30
65.59
233.15
247.51
90.38
26.90
31.24
25.29
16.74
20.34
892.17 MCM
584.40 CMS. at 348.28 m. (MSL.) at 10.00 Hours , on Aug 26 , 2011
Runoff Yield
16.99
351.836
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak