Basic HTML Version
191
120
140
160
Flow ‐ CMS
Flow of Nam Mae Kuang (P.5)
at Tha Nang Bridge
Water Year 2012
40
60
80
100
0
20
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
9.64
6.52
12.46
4.88
11.20
27.25
22.70
3.08
4.88
1.42
7.56
2.72
2
10.68
8.08
11.20
3.76
9.64
21.40
19.45
9.12
1.88
1.30
6.52
1.85
3
11.20
8.60
10.16
2.60
8.08
44.00
22.05
8.60
2.72
1.00
5.16
0.67
4
11.20
9.12
8.60
2.48
7.56
92.20
35.00
9.64
2.60
1.40
4.32
0.63
5
12.46
9.64
7.56
1.85
6.52
131.50
32.00
14.35
4.88
1.18
5.16
1.30
6
10.68
19.45
6.52
1.73
6.00
86.45
26.60
22.70
1.95
2.48
4.88
2.48
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
11.83
102.55
7.04
3.48
5.16
69.00
27.25
14.98
1.37
2.00
2.96
4.60
8
20.75
151.38
10.16
3.76
5.44
121.30
31.25
10.16
1.15
2.24
4.60
4.04
9
27.90
102.55
18.80
4.88
7.56
106.00
22.70
10.68
1.05
2.48
2.72
4.04
10
25.95
69.00
11.20
13.09
14.35
78.00
17.50
11.20
1.12
2.12
2.48
1.65
11
23.35
46.38
8.08
11.83
18.15
75.00
13.09
8.08
1.45
1.42
2.24
1.22
12
20.10
26.60
6.52
10.16
20.10
53.38
14.35
5.44
0.70
1.02
1.95
0.87
13
14.98
18.15
2.96
8.60
23.35
36.50
14.35
4.60
0.63
1.02
1.88
0.75
14
13.72
13.72
5.44
7.04
32.75
39.50
14.35
4.60
0.75
1.30
1.57
0.57
15
11 20
10 16
4 04
10 68
27 25
51 63
13 72
5 44
0 75
2 12
1 75
0 37
.
.
.
.
.
.
.
.
.
.
.
.
16
11.20
9.12
4.60
9.12
20.10
74.00
12.46
2.84
0.63
5.16
1.73
0.72
17
11.20
7.56
4.32
9.12
14.35
61.25
11.20
4.04
0.57
5.16
1.40
1.02
18
10.68
6.00
4.32
9.64
10.16
43.25
12.46
1.97
1.18
4.88
1.12
1.15
19
10.68
6.00
2.72
11.83
8.60
27.25
11.83
2.72
1.73
5.44
1.40
1.52
20
10.16
6.52
2.72
6.52
8.08
21.40
11.83
1.85
5.16
5.16
1.30
1.42
21
9.12
5.44
1.82
13.09
30.50
17.50
10.16
2.36
2.72
5.16
1.10
1.30
22
7.56
5.72
1.55
11.20
41.75
15.61
10.68
1.70
4.88
5.44
0.78
0.95
23
8.08
7.56
1.80
12.46
50.75
13.09
9.64
1.93
5.72
5.44
0.75
0.87
24
7.56
5.44
1.57
19.45
39.50
11.20
10.16
1.70
7.04
2.96
0.75
0.45
25
3.48
5.16
1.45
53.38
35.00
11.20
10.68
1.88
4.32
2.12
0.90
0.50
26
2.72
5.72
1.35
52.50
38.75
10.68
9.64
4.60
2.60
1.55
1.15
0.82
27
2.60
5.44
1.25
34.25
42.50
11.20
9.12
2.96
2.60
0.87
1.22
1.07
28
4.32
5.72
1.42
24.00
34.25
11.20
9.12
5.44
1.93
1.00
1.55
1.27
29
3.48
7.04
2.48
18.80
51.63
21.40
10.16
5.44
1.85
1.18
1.35
30
4.60
8.60
4.04
8.60
58.63
24.00
8.60
2.84
1.78
1.27
1.15
31
11.20
11.83
41.00
8.08
1.65
2.36
0.78
----------
--------------
Total
343 08
710 14
168 15
396 61
728 66
1407 34
492 18
186 94
74 24
79 65
70 90
44 10
4701 99 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.44
22.91
5.61
12.79
23.51
46.91
15.88
6.23
2.39
2.57
2.53
1.42
12.88 CMS
Max
27.90
151.38
18.80
53.38
58.63
131.50
35.00
22.70
7.04
5.44
7.56
4.60
151.38 CMS
Min
2.60
5.16
1.25
1.73
5.16
10.68
8.08
1.70
0.57
0.87
0.75
0.37
0.37 CMS
Runoff
29.64
61.36
14.53
34.27
62.96
121.59
42.52
16.15
6.41
6.88
6.13
3.81
406.25 MCM
158.00 CMS. at 292.80 m. (MSL.) at 09.00 Hours , on May 8 , 2012
Runoff Yield
8.21
100.701
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak