Basic HTML Version
185
200
250
Flow ‐ CMS
Flow of Ping River (P.1)
at Nawarat Bridge
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
15.05
18.60
43.00
9.35
19.90
47.20
85.00
47.20
22.50
2.00
18.60
1.50
2
16.00
18.60
43.00
12.20
13.15
82.20
71.00
30.40
23.80
6.00
11.25
1.05
3
21.20
16.00
38.80
14.10
12.20
72.40
64.00
25.10
29.00
6.00
9.35
1.50
4
19.90
16.00
38.80
15.05
12.20
114.50
61.20
23.80
30.40
4.50
9.35
5.00
5
18.60
17.30
36.00
17.30
12.20
155.20
58.40
30.40
23.80
2.50
9.35
13.15
6
23.80
31.80
29.00
19.90
11.25
114.50
57.00
34.60
18.60
1.50
8.40
19.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
30.40
76.60
25.10
23.80
12.20
105.20
61.20
30.40
17.30
0.90
6.50
25.10
8
34.60
61.20
37.40
25.10
11.25
169.70
55.60
29.00
12.20
1.05
5.00
15.05
9
27.70
58.40
47.20
25.10
16.00
221.00
45.80
21.20
12.20
1.35
4.50
6.50
10
25.10
57.00
38.80
36.00
22.50
180.80
40.20
18.60
11.25
1.50
6.00
4.00
11
25.10
44.40
37.40
40.20
23.80
153.40
37.40
18.60
11.25
4.50
6.00
3.00
12
26.40
30.40
31.80
25.10
34.60
188.20
36.00
17.30
10.30
10.30
6.50
4.00
13
27.70
26.40
29.00
23.80
33.20
153.40
36.00
27.70
9.35
10.30
9.35
14.10
14
30.40
22.50
29.00
27.70
22.50
151.60
38.80
68.20
9.35
10.30
8.40
17.30
15
29 00
22 50
26 40
29 00
14 10
199 30
36 00
45 80
7 45
10 30
2 00
17 30
.
.
.
.
.
.
.
.
.
.
.
.
16
29.00
26.40
21.20
27.70
17.30
153.40
36.00
29.00
6.50
6.50
1.05
12.20
17
25.10
26.40
21.20
23.80
30.40
125.35
36.00
25.10
6.00
3.50
0.75
11.25
18
18.60
23.80
21.20
22.50
26.40
86.40
36.00
15.05
6.00
1.50
1.35
11.25
19
14.10
22.50
21.20
27.70
21.20
69.60
36.00
15.05
6.00
1.20
9.35
6.50
20
13.15
21.20
22.50
29.00
22.50
65.40
36.00
16.00
6.00
1.05
12.20
3.50
21
14.10
22.50
19.90
31.80
29.00
76.60
34.60
31.80
6.00
1.20
9.35
1.50
22
12.20
23.80
18.60
27.70
29.00
86.40
31.80
31.80
5.50
1.35
7.45
2.50
23
11.25
22.50
17.30
21.20
36.00
68.20
29.00
29.00
5.50
2.50
4.00
15.05
24
12.20
19.90
18.60
29.00
58.40
62.60
27.70
23.80
3.50
3.00
4.50
18.60
25
12.20
18.60
22.50
58.40
71.00
65.40
23.80
26.40
4.50
3.50
8.40
15.05
26
12.20
22.50
21.20
48.60
87.80
57.00
23.80
23.80
5.50
3.00
6.50
11.25
27
10.30
26.40
14.10
31.80
75.20
57.00
26.40
27.70
5.00
1.50
3.50
10.30
28
12.20
23.80
10.30
27.70
72.40
62.60
25.10
33.20
5.50
1.35
2.50
5.50
29
15.05
26.40
9.35
26.40
71.00
64.00
23.80
25.10
4.50
1.50
1.50
30
16.00
27.70
10.30
21.20
64.00
65.40
21.20
23.80
4.50
9.35
1.20
31
34.60
21.20
55.60
22.50
4.50
19.90
1.20
----------
--------------
Total
598 60
906 70
800 15
819 40
1038 25
3273 95
1253 30
844 90
333 75
134 90
191 45
276 80 10472 15 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
19.95
29.25
26.67
26.43
33.49
109.13
40.43
28.16
10.77
4.35
6.84
8.93
28.69 CMS
Max
34.60
76.60
47.20
58.40
87.80
221.00
85.00
68.20
30.40
19.90
18.60
25.10
221.00 CMS
Min
10.30
16.00
9.35
9.35
11.25
47.20
21.20
15.05
3.50
0.90
0.75
1.05
0.75 CMS
Runoff
51.72
78.34
69.13
70.80
89.71
282.87
108.29
73.00
28.84
11.66
16.54
23.92
904.79 MCM
227.00 CMS. at 303.12 m. (MSL.) at 11.00 Hours , on Sep 9 , 2012
Runoff Yield
4.52
35.748
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak