Basic HTML Version
199
200
250
300
Flow ? CMS
Flow of Nam Mae Kuang (P.5)
at Tha Nang Bridge
Water Year 2011
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
5.90
21.90
23.70
28.50
111.75
63.70
188.10
31.50
9.50
1.44
7.25
8.50
2
5.90
24.30
19.50
23.70
197.45
58.10
197.45
27.00
8.38
3.06
8.00
8.25
3
6.21
30.00
16.20
33.00
250.15
57.40
199.15
26.25
8.07
2.36
8.25
8.75
4
6.21
53.00
17.30
41.00
272.37
55.40
194.90
24.30
9.50
5.90
8.50
9.00
5
3.74
41.00
58.10
33.80
246.75
62.30
184.70
21.90
11.00
4.28
8.75
9.28
6
4.28
32.25
98.00
23.70
202.55
79.80
147.12
21.90
12.00
7.76
8.75
9.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
8.07
54.80
82.60
18.40
145.57
160.60
96.60
20.10
11.00
5.63
8.25
8.25
8
10.00
57.40
56.70
16.75
88.20
183.85
72.10
20.10
8.69
4.55
7.25
7.75
9
12.50
50.60
34.60
17.85
71.40
207.65
58.80
19.50
8.38
5.36
7.00
7.50
10
16.20
51.80
24.30
21.30
66.50
187.25
54.80
22.50
9.00
2.92
7.00
7.50
11
15.65
58.80
18.95
21.30
64.40
139.37
48.20
22.50
8.38
9.50
7.00
7.00
12
14.55
44.60
18.95
19.50
73.50
114.00
50.00
20.70
7.45
9.00
7.75
6.30
13
15.65
30.00
12.00
20.10
93.80
126.98
39.40
17.85
8.07
9.50
7.25
6.10
14
15.65
25.50
18.95
24.30
107.25
183.85
36.20
17.85
7.76
13.50
7.50
6.75
15
15 10
25 50
17 85
33 80
106 50
183 85
33 80
15 65
8 07
19 50
7 75
7 75
.
.
.
.
.
.
.
.
.
.
.
.
16
14.00
32.25
17.30
54.80
133.95
184.70
39.40
13.50
8.07
18.40
7.75
9.84
17
14.00
54.20
17.30
50.60
122.32
169.40
48.20
13.50
6.21
17.30
8.00
10.40
18
12.50
60.90
16.75
35.40
127.75
117.00
52.40
13.00
3.74
17.30
7.25
9.00
19
11.00
49.10
18.40
23.70
150.22
76.30
51.20
11.00
5.63
9.84
7.25
8.50
20
11.00
34.60
21.30
19.50
183.85
83.30
48.20
8.38
5.63
8.50
7.50
8.50
21
12.00
26.25
16.75
19.50
217.00
76.30
40.20
6.52
5.90
8.25
7.75
8.00
22
10.50
23.70
9.00
18.95
215.30
80.50
34.60
7.76
5.63
7.75
7.75
8.00
23
11.50
22.50
13.50
18.40
188.95
81.20
30.00
7.45
4.28
7.75
7.75
7.50
24
18.95
22.50
13.50
19.50
129.30
86.80
25.50
6.83
2.50
7.50
8.00
7.50
25
23.10
20.70
23.10
21.30
79.10
105.75
21.90
10.00
1.94
7.25
8.25
8.00
26
25.50
15.10
46.40
27.00
105.00
94.50
18.95
14.55
1.62
7.00
8.50
8.00
27
23.10
9.00
91.00
27.75
137.82
84.70
18.40
13.00
0.90
7.00
8.25
8.00
28
20.70
10.00
88.90
22.50
151.00
122.32
17.85
14.00
0.78
6.75
8.50
9.00
29
18.40
15.65
66.50
19.50
158.20
163.80
18.95
13.50
0.84
6.50
8.25
8.25
30
16.20
22.50
44.60
11.50
134.72
177.40
19.50
11.00
0.72
6.50
7.75
31
23.10
18.40
91.00
21.90
1.53
7.00
8.00
----------
--------------
Total
398 06
1043 50
1022 00
785 30
4423 62
3568 07
2108 47
493 59
191 17
254 85
227 00
251 92 14767 55 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.27
33.66
34.07
25.33
142.70
118.94
68.02
16.45
6.17
8.22
7.83
8.13
40.35 CMS
Max
25.50
60.90
98.00
54.80
272.37
207.65
199.15
31.50
12.00
19.50
8.75
10.40
272.37 CMS
Min
3.74
9.00
9.00
11.50
64.40
55.40
17.85
6.52
0.72
1.44
7.00
6.10
0.72 CMS
Runoff
34.39
90.16
88.30
67.85
382.20
308.28
182.17
42.65
16.52
22.02
19.61
21.77
1275.92 MCM
275.00 CMS. at 294.68 m. (MSL.) at 02.00 Hours , on Aug 4 , 2011
Runoff Yield
25.72
175.271
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak