Basic HTML Version
193
600
700
800
900
Flow ? CMS
Flow of Ping River (P.1)
at Nawarat Bridge
Water Year 2011
300
400
500
0
100
200
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
22.25
54.10
69.85
71.42
295.20
220.10
441.60
84.55
54.10
18.80
17.65
12.90
2
21.10
97.75
55.67
69.85
470.39
215.95
400.80
77.95
52.53
25.70
17.65
11.10
3
22.25
121.30
60.40
77.95
327.00
213.90
368.40
73.00
52.53
25.70
17.65
7.50
4
22.25
134.90
84.55
81.25
230.60
199.55
361.50
77.95
55.67
25.70
17.65
6.77
5
23.40
114.50
102.70
74.65
154.80
173.30
347.70
82.90
54.10
25.70
15.60
7.50
6
23.40
124.70
119.60
60.40
129.80
268.80
306.30
82.90
52.53
24.55
12.90
8.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
26.85
109.40
126.40
55.67
123.00
410.40
213.90
94.45
49.37
24.55
12.90
6.77
8
26.85
86.20
86.20
52.53
126.40
317.80
191.35
77.95
46.22
24.55
12.90
6.77
9
29.35
71.42
69.85
50.95
133.20
245.30
187.25
81.25
43.08
24.55
12.90
7.50
10
34.75
77.95
63.55
54.10
164.05
224.30
181.10
84.55
41.50
24.55
13.80
10.20
11
38.80
79.60
61.97
66.70
203.65
195.45
164.05
73.00
41.50
24.55
32.05
26.85
12
38.80
66.70
65.12
71.42
232.70
158.50
149.25
66.70
41.50
24.55
41.50
26.85
13
41.50
57.25
71.42
60.40
245.30
213.90
154.80
63.55
40.15
24.55
41.50
29.35
14
43.08
52.53
77.95
60.40
220.10
293.00
165.90
60.40
40.15
32.05
43.08
33.40
15
44 65
50 95
79 60
96 10
203 65
333 90
152 95
58 82
37 45
52 53
46 22
37 45
.
.
.
.
.
.
.
.
.
.
.
.
16
38.80
55.67
71.42
119.60
213.90
268.80
140.00
60.40
33.40
34.75
33.40
29.35
17
33.40
71.42
65.12
140.00
185.20
211.85
143.70
58.82
32.05
26.85
17.65
24.55
18
34.75
96.10
63.55
126.40
175.15
187.25
145.55
60.40
33.40
24.55
15.60
16.50
19
30.70
117.90
61.97
104.35
199.55
191.35
138.30
65.12
32.05
24.55
14.70
16.50
20
36.10
143.70
58.82
99.40
218.00
236.90
121.30
74.65
29.35
22.25
12.90
18.80
21
36.10
121.30
60.40
96.10
203.65
209.80
109.40
69.85
28.00
21.10
12.00
14.70
22
36.10
89.50
61.97
96.10
228.50
253.70
104.35
66.70
28.00
21.10
12.00
13.80
23
33.40
77.95
57.25
94.45
215.95
262.20
101.05
66.70
28.00
21.10
6.04
17.65
24
52.53
68.28
55.67
94.45
185.20
228.50
96.10
66.70
28.00
21.10
6.04
15.60
25
76.30
63.55
54.10
119.60
164.05
266.60
89.50
65.12
28.00
19.95
11.10
16.50
26
81.25
54.10
76.30
119.60
255.80
284.20
86.20
65.12
28.00
17.65
10.20
19.95
27
60.40
57.25
111.10
101.05
436.80
301.80
84.55
61.97
26.85
19.95
8.40
25.70
28
47.80
68.28
112.80
82.90
386.80
594.00
82.90
61.97
26.85
18.80
12.90
28.00
29
41.50
65.12
97.75
79.60
322.40
797.90
84.55
58.82
26.85
18.80
12.90
29.35
30
52.53
69.85
82.90
77.95
245.30
690.20
94.45
55.67
25.70
17.65
26.85
31
87.85
92.80
226.40
104.35
25.70
18.80
21.10
----------
--------------
Total
1150 94
2607 07
2285 95
2648 14
7122 49
8669 20
5513 10
2097 93
1162 58
751 53
541 78
574 21 35124 92 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
38.36
84.10
76.20
85.42
229.76
288.97
177.84
69.93
37.50
24.24
18.68
18.52
95.97 CMS
Max
81.25
143.70
126.40
140.00
470.39
797.90
441.60
94.45
55.67
52.53
46.22
37.45
797.90 CMS
Min
21.10
50.95
54.10
50.95
123.00
158.50
82.90
55.67
25.70
17.65
6.04
6.77
6.04 CMS
Runoff
99.44
225.25
197.51
228.80
615.38
749.02
476.33
181.26
100.45
64.93
46.81
49.61
3034.79 MCM
816.80 CMS. at 305.44 m. (MSL.) at 04.00 Hours , on Sep 29 , 2011
Runoff Yield
15.11
128.630
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak