Basic HTML Version
227
500
600
700
Flow ? CMS
Flow of Ping River (P.67)
at Ban Mae Tae
Water Year 2011
200
300
400
0
100
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
19.85
61.10
56.85
53.75
263.80
228.00
338.55
71.30
33.20
14.75
11.00
2.27
2
19.85
98.65
44.75
56.00
357.05
216.75
340.00
70.45
36.45
14.75
11.75
1.40
3
19.85
109.10
47.00
70.45
273.60
211.75
329.85
64.50
37.10
14.38
11.00
1.00
4
19.85
112.10
77.75
67.05
205.50
198.20
335.65
67.05
38.40
13.63
10.34
1.40
5
19.85
96.75
72.15
53.75
151.70
169.40
319.70
79.65
35.80
13.63
8.03
6.50
6
20.30
101.50
82.50
44.75
117.60
246.20
284.90
77.75
34.50
13.63
9.35
1.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
19.40
91.05
105.30
40.35
97.70
357.05
209.25
88.20
33.20
14.38
7.40
0.80
8
19.40
69.60
66.20
36.45
101.50
255.40
192.20
78.70
33.20
14.75
8.36
0.80
9
22.10
68.75
56.85
35.80
113.20
226.75
194.60
75.85
37.75
14.75
7.40
1.00
10
25.50
65.35
53.75
37.10
141.80
208.00
186.20
75.85
33.20
14.38
15.12
4.16
11
33.85
60.25
53.00
41.00
169.40
174.20
165.80
67.05
28.65
14.00
17.00
20.30
12
31.90
53.00
59.40
56.00
214.25
151.70
152.80
58.55
28.00
14.38
33.20
20.75
13
33.20
37.75
68.75
47.75
238.40
186.20
165.80
56.85
27.00
15.50
43.25
21.20
14
36.45
35.80
74.90
45.50
213.00
277.80
158.60
47.00
27.00
18.50
41.00
20.75
15
35 80
37 75
68 75
67 05
188 60
270 80
141 80
50 75
24 50
27 00
42 50
18 50
.
.
.
.
.
.
.
.
.
.
.
.
16
27.50
42.50
57.70
103.40
181.40
235.80
150.60
51.50
21.20
17.00
39.70
17.00
17
23.00
56.85
50.00
140.70
177.80
211.75
133.00
51.50
20.30
14.75
30.60
14.75
18
21.20
76.80
47.00
118.70
194.60
188.60
136.30
55.25
19.85
14.00
17.37
13.25
19
22.10
128.60
47.00
98.65
205.50
201.80
125.30
50.75
20.30
12.87
15.12
13.25
20
23.00
153.90
42.50
88.20
214.25
210.50
112.10
47.00
19.85
11.37
14.38
12.87
21
31.90
95.80
44.75
88.20
205.50
193.40
106.25
48.50
20.75
11.37
14.00
11.37
22
30.60
70.45
50.00
94.85
224.25
237.10
101.50
46.25
17.00
11.37
12.87
17.37
23
27.00
68.75
39.70
75.85
209.25
235.80
96.75
44.00
17.75
10.34
11.75
11.75
24
56.00
59.40
33.20
85.35
181.40
218.00
91.05
44.75
17.37
13.63
11.37
14.38
25
87.25
56.00
34.50
119.80
162.20
238.40
88.20
43.25
17.00
13.25
9.35
14.00
26
80.60
44.00
51.50
104.35
287.80
237.10
87.25
43.25
16.63
14.00
2.81
15.12
27
53.75
51.50
96.75
79.65
391.80
302.30
77.75
47.00
15.12
13.63
5.90
25.00
28
34.50
62.80
90.10
67.05
296.50
573.40
73.00
43.25
14.38
13.25
9.02
21.65
29
32.55
61.95
74.90
61.95
272.20
635.80
85.35
41.00
14.00
14.00
5.60
24.00
30
60.25
73.00
67.90
58.55
235.80
487.00
105.30
38.40
14.00
14.38
20.30
31
92.95
74.90
230.60
91.05
14.75
14.00
12.13
----------
--------------
Total
988 35
2293 75
1815 40
2212 90
6517 95
7784 95
5176 45
1725 15
768 20
445 62
476 54
380 22 30585 48 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
32.94
73.99
60.51
71.38
210.26
259.50
166.98
57.51
24.78
14.37
16.43
12.27
83.57 CMS
Max
87.25
153.90
105.30
140.70
391.80
635.80
340.00
88.20
38.40
27.00
43.25
25.00
635.80 CMS
Min
19.40
35.80
33.20
35.80
97.70
151.70
73.00
38.40
14.00
10.34
2.81
0.80
0.80 CMS
Runoff
85.39
198.18
156.85
191.20
563.15
672.62
447.25
149.05
66.37
38.50
41.17
32.85
2642.59 MCM
694.70 CMS. at 320.83 m. (MSL.) at 22.00 Hours , on Sep 28 , 2011
Runoff Yield
15.70
130.509
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak