Basic HTML Version
205
500
600
700
Flow ? CMS
Flow of Mae Taeng (P.14A)
at Tha Kham Bridge
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
2.35
30.75
25.80
66.00
41.00
175.10
160.25
31.00
3.78
29.05
16.90
9.00
2
1.40
21.05
21.70
81.80
181.70
201.00
171.80
28.40
15.80
29.05
15.25
8.00
3
1.20
20.40
53.15
77.40
593.99
271.40
469.00
29.05
24.50
29.05
19.95
8.00
4
1.20
19.10
40.70
87.30
391.00
221.00
569.24
48.90
23.85
29.05
19.95
8.00
5
1.20
18.45
139.42
80.70
124.80
236.60
462.51
32.40
23.85
28.40
18.65
7.50
6
1.20
21.05
108.00
76.30
37.30
303.50
462.51
29.05
23.20
28.40
18.65
7.15
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.20
18.45
117.45
65.00
18.65
315.80
397.51
26.45
23.20
27.10
18.65
7.15
8
1.20
15.95
69.00
48.90
15.80
245.30
262.70
25.15
23.20
27.10
16.35
6.45
9
1.20
27.90
50.60
38.30
15.80
340.40
185.00
25.15
23.20
27.10
13.05
6.45
10
1.40
54.00
39.90
48.90
13.60
299.41
201.00
25.15
24.50
27.10
12.00
6.45
11
3.40
44.70
34.50
70.00
39.50
245.30
195.00
25.80
28.40
27.10
11.00
6.45
12
7.15
31.50
44.70
63.00
14.15
254.00
185.00
21.90
30.35
26.45
10.50
6.45
13
11.55
19.75
50.60
40.70
7.50
319.90
142.40
15.25
25.15
24.50
11.00
6.45
14
22.35
30.00
36.75
40.70
12.00
280.10
81.72
13.60
30.35
26.45
11.50
6.45
15
33 75
45 50
37 50
74 10
33 80
259 80
84 80
13 05
31 00
27 10
12 00
12 00
.
.
.
.
.
.
.
.
.
.
.
.
16
23.00
43.90
38.30
63.00
38.00
230.81
76.60
13.60
31.70
26.45
13.60
6.80
17
6.60
78.50
42.30
46.35
18.65
191.00
111.90
14.70
31.00
26.45
11.50
6.45
18
4.80
142.38
42.30
37.50
106.50
175.10
128.00
16.90
31.00
25.80
11.00
6.45
19
5.50
117.45
37.50
44.70
94.35
152.00
83.78
12.50
30.35
25.15
10.50
6.45
20
3.75
81.80
43.90
45.50
209.00
140.80
71.55
11.00
30.35
25.15
10.50
6.45
21
2.00
37.50
34.50
54.90
152.00
153.65
68.70
12.50
30.35
25.15
10.50
6.10
22
1.60
21.05
30.75
79.60
111.90
150.40
68.70
10.50
31.00
25.80
11.00
6.10
23
1.20
19.75
30.75
75.20
109.20
126.40
67.75
10.50
29.70
24.50
12.00
5.75
24
3.05
14.30
30.75
52.30
76.60
106.50
68.70
9.50
29.05
23.85
12.50
5.75
25
20.40
27.90
35.25
61.20
75.57
106.50
63.00
10.50
29.05
22.55
12.00
5.75
26
34.50
40.70
48.90
56.70
265.60
120.00
59.40
13.05
29.70
21.90
11.50
5.40
27
23.00
23.70
105.40
49.75
295.30
211.00
58.50
13.05
29.05
20.60
11.00
5.40
28
17.15
24.40
91.70
46.35
201.00
219.00
52.30
11.50
29.70
20.60
10.50
5.40
29
14.30
43.10
73.00
46.35
175.10
187.00
46.35
5.40
29.05
19.95
10.00
5.40
30
14.85
33.75
80.70
43.90
163.55
181.70
44.75
3.12
29.05
18.65
5.05
31
22.35
39.90
201.00
36.60
29.05
18.00
5.05
----------
--------------
Total
267 45
1191 08
1635 77
1802 30
3833 91
6420 47
5137 02
558 62
833 48
783 55
383 50
205 70 23052 85 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
8.91
38.42
54.53
58.14
123.67
214.02
165.71
18.62
26.89
25.28
13.22
6.64
62.99 CMS
Max
34.50
142.38
139.42
87.30
593.99
340.40
569.24
48.90
31.70
29.05
19.95
12.00
593.99 CMS
Min
1.20
14.30
21.70
37.50
7.50
106.50
36.60
3.12
3.78
18.00
10.00
5.05
1.20 CMS
Runoff
23.11
102.91
141.33
155.72
331.25
554.73
443.84
48.27
72.01
67.70
33.13
17.77
1991.77 MCM
2049.98 CMS. at 267.06 m. (MSL.) at 19.00 Hours , on Aug 3 , 2011
Runoff Yield
16.11
524.426
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak