Basic HTML Version
225
60
70
80
Flow ? CMS
Flow of Nam Mae Ngat (P.56A)
at Ban Sahakorn Romklao
Water Year 2011
20
30
40
50
0
10
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
1.26
7.88
3.50
5.80
67.16
18.48
32.59
13.24
4.92
1.88
1.28
0.70
2
1.20
10.48
3.00
6.97
35.47
18.09
35.47
10.50
4.41
1.88
1.28
0.70
3
1.20
25.29
2.90
8.40
37.00
15.95
25.29
10.23
4.24
1.88
1.42
0.70
4
1.14
16.30
3.20
9.83
20.23
14.37
20.82
10.23
4.24
1.88
1.42
0.65
5
1.14
23.04
3.50
6.84
13.88
16.83
18.87
9.69
4.07
1.97
1.42
0.65
6
1.14
10.48
4.48
4.92
11.64
28.93
17.90
9.42
3.90
1.88
1.14
0.65
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.08
6.19
8.14
3.20
11.80
22.83
19.46
8.88
3.25
1.88
1.35
0.65
8
1.08
4.70
4.26
2.90
12.28
18.48
40.34
8.61
2.86
1.88
1.28
0.65
9
1.08
7.88
3.00
3.30
14.55
16.65
21.81
8.88
2.60
1.70
1.00
0.65
10
1.08
8.53
2.44
3.20
38.02
19.46
17.00
8.61
2.60
1.70
0.90
0.65
11
1.08
5.36
2.36
3.00
42.23
15.25
15.60
8.34
2.51
1.70
0.85
0.65
12
1.08
4.48
2.70
2.52
38.78
15.07
14.55
7.80
2.42
1.70
0.85
0.65
13
1.08
3.93
7.23
2.52
52.94
23.65
13.88
7.36
2.33
1.70
0.80
0.65
14
1.08
3.30
6.19
4.15
28.06
22.42
13.08
7.14
2.24
2.15
0.80
1.28
15
1 02
2 80
3 93
13 88
21 02
25 09
15 43
6 70
2 42
7 36
0 75
5 09
.
.
.
.
.
.
.
.
.
.
.
.
16
1.02
2.90
3.10
23.44
21.81
29.79
15.95
6.92
2.51
3.90
0.75
3.25
17
0.96
4.04
2.70
35.72
18.09
20.04
15.60
6.92
2.06
2.86
0.75
2.51
18
0.96
5.14
2.52
16.65
17.00
17.17
16.48
6.92
1.88
2.42
0.75
1.70
19
0.96
5.25
2.28
11.96
16.65
17.70
15.43
6.92
1.88
2.42
0.70
1.63
20
0.96
8.79
1.80
12.76
29.35
18.87
14.55
6.92
1.79
2.42
0.70
1.21
21
0.96
4.59
2.12
14.20
55.18
22.83
14.37
6.92
1.56
2.42
0.70
1.21
22
5.69
3.20
3.20
11.64
46.02
20.04
14.04
6.48
1.49
2.24
0.70
1.07
23
20.43
2.52
2.28
8.14
26.35
18.09
13.08
6.26
1.56
1.70
0.65
0.75
24
20.23
2.28
1.32
12.76
20.63
17.00
12.28
6.26
1.56
1.63
0.55
0.70
25
21.21
2.04
1.26
13.72
30.24
17.53
11.96
6.70
1.63
1.49
0.60
0.75
26
15.78
2.04
11.80
8.79
46.30
18.68
11.80
6.92
1.70
1.35
0.65
1.35
27
17.00
2.12
25.91
5.80
39.29
24.88
11.64
6.92
1.70
1.42
0.65
0.95
28
23.04
2.12
12.92
4.92
26.99
52.94
11.48
6.48
1.70
1.42
0.70
0.90
29
17.70
3.40
9.05
4.37
25.29
66.54
12.92
5.26
1.88
1.35
0.70
0.90
30
14.90
11.00
6.71
4.15
26.13
31.88
24.26
5.09
1.88
1.28
0.90
31
5.03
7.88
20.23
16.12
1.88
1.21
0.85
----------
--------------
Total
178 54
207 10
149 80
278 33
910 61
685 53
554 05
233 52
77 67
64 67
26 09
35 60
3401 51 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.95
6.68
4.99
8.98
29.37
22.85
17.87
7.78
2.51
2.09
0.90
1.15
9.29 CMS
Max
23.04
25.29
25.91
35.72
67.16
66.54
40.34
13.24
4.92
7.36
1.42
5.09
67.16 CMS
Min
0.96
2.04
1.26
2.52
11.64
14.37
11.48
5.09
1.49
1.21
0.55
0.65
0.55 CMS
Runoff
15.43
17.89
12.94
24.05
78.68
59.23
47.87
20.18
6.71
5.59
2.25
3.08
293.89 MCM
79.25 CMS. at 413.15 m. (MSL.) at 12.00 Hours , on Aug 1 , 2011
Runoff Yield
17.02
145.147
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak