Basic HTML Version
481
350
400
450
500
Flow ‐ CMS
Flow of Huai Mae Nam Noi (K.31)
at Ban Nam Chon
Water Year 2012
150
200
250
300
0
50
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
1.75
1.45
7.50
86.20
153.00
53.00
53.60
20.00
10.85
6.69
6.42
5.61
2
1.75
1.45
8.10
72.50
120.40
56.65
48.80
19.00
10.50
6.42
5.34
4.80
3
1.60
1.45
8.70
57.30
114.20
54.20
44.00
18.50
10.20
6.42
5.07
4.11
4
1.60
1.60
53.00
48.20
113.40
54.20
42.20
18.00
9.90
6.15
5.07
6.96
5
1.90
1.60
16.80
43.40
103.00
51.80
41.00
17.60
9.90
6.15
4.80
6.42
6
2.96
2.50
9.90
39.20
176.50
69.70
39.20
17.20
9.60
6.15
4.80
5.07
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
3.19
5.07
9.00
35.00
148.30
111.00
44.60
16.80
9.60
5.88
4.57
4.34
8
2.35
3.42
25.00
32.50
116.80
160.00
51.20
16.40
9.30
5.88
4.34
3.88
9
2.50
3.19
23.50
29.00
107.00
102.20
106.20
16.40
9.30
5.88
4.34
3.65
10
7.50
2.96
26.00
27.50
119.50
81.60
76.70
16.00
9.30
5.61
4.57
3.65
11
5.07
2.73
20.00
26.50
230.00
77.40
61.20
15.60
9.00
5.61
4.80
3.42
12
3.19
2.35
14.00
25.50
165.00
77.40
53.00
16.00
9.00
5.61
4.34
3.19
13
2.73
2.05
12.60
34.50
128.50
70.40
47.00
16.80
8.70
5.34
4.11
3.19
14
2.50
1.90
11.20
30.50
119.50
70.40
44.00
15.20
8.70
5.34
4.11
2.96
15
2 35
1 90
10 20
30 50
111 80
79 50
39 20
14 80
8 40
5 34
4 11
3 42
.
.
.
.
.
.
.
.
.
.
.
.
16
4.11
1.90
14.00
28.50
115.00
83.80
37.00
14.40
8.40
5.34
3.88
4.11
17
3.88
2.20
80.20
27.50
113.40
87.00
35.00
14.00
8.10
5.07
4.11
3.42
18
4.34
5.07
133.00
39.20
109.40
71.80
33.50
14.00
8.10
5.07
5.61
3.19
19
3.88
5.88
95.80
73.20
131.20
62.50
31.50
13.65
7.80
5.34
5.34
2.96
20
2.96
4.57
91.00
64.45
113.40
55.40
30.50
14.40
7.80
5.34
4.34
2.73
21
2.50
3.42
87.00
51.20
93.40
51.80
29.00
13.30
7.80
5.07
4.11
2.73
22
2.20
2.73
64.45
38.60
83.80
48.80
28.00
12.95
7.50
5.07
4.11
2.73
23
2.05
2.35
49.40
34.00
85.40
48.20
27.00
12.60
7.50
5.07
3.88
2.73
24
1.90
2.35
38.60
42.80
79.50
47.00
26.50
12.60
7.23
5.07
3.65
2.50
25
1.75
2.73
38.60
103.00
67.70
44.00
29.50
12.95
7.23
5.07
3.65
2.50
26
1.75
3.19
47.00
133.00
63.15
47.60
25.50
12.25
6.96
5.07
3.42
2.35
27
1.60
3.19
57.95
231.30
57.95
54.20
23.50
11.90
6.96
4.80
3.42
2.35
28
1.60
2.50
93.40
433.00
55.40
56.65
22.50
12.25
6.96
5.07
3.88
2.35
29
1.60
3.42
78.10
257.00
54.20
64.45
21.50
11.90
6.69
5.88
2.20
30
1.60
7.23
61.20
262.60
51.20
62.50
21.00
10.85
6.69
5.34
2.20
31
9.60
209.80
53.60
21.00
6.69
5.34
2.20
----------
--------------
Total
80 66
97 95
1285 20
2647 45
3354 60
2055 15
1234 40
448 30
260 66
171 48
124 19
107 92 11867 96 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.69
3.16
42.84
85.40
108.21
68.51
39.82
14.94
8.41
5.53
4.44
3.48
32.51 CMS
Max
7.50
9.60
133.00
433.00
230.00
160.00
106.20
20.00
10.85
6.69
6.42
6.96
433.00 CMS
Min
1.60
1.45
7.50
25.50
51.20
44.00
21.00
10.85
6.69
4.80
3.42
2.20
1.45 CMS
Runoff
6.97
8.46
111.41
228.74
289.84
177.57
106.65
38.73
22.52
14.82
10.73
9.32
1025.39 MCM
518.00 CMS. at 62.05 m. (MSL.) at 07.00 Hours , on Jul 28 , 2012
Runoff Yield
40.69
648.310
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak