Basic HTML Version
381
40
50
60
Flow ‐ CMS
Flow of Huai Nam Khlung (N.62)
at Ban Huai Tha Nua
Water Year 2012
20
30
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
0.33
0.33
3.06
1.32
2.00
6.19
5.74
3.60
5.65
0.73
0.51
0.51
2
0.27
0.48
2.46
1.55
2.46
4.88
4.96
3.30
4.96
0.73
0.51
0.51
3
0.42
0.57
2.00
1.46
1.55
4.48
3.84
2.76
3.84
0.69
0.51
0.48
4
0.64
0.64
2.46
1.10
1.77
3.68
3.36
1.77
3.18
0.69
0.48
0.48
5
0.83
1.10
10.21
0.64
2.00
4.48
3.12
1.05
2.52
0.69
0.48
0.45
6
0.64
1.32
6.19
0.54
1.10
4.32
3.06
0.83
2.18
0.64
0.48
0.45
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.57
1.55
10.21
0.33
1.32
4.48
3.30
0.60
1.68
0.64
0.48
0.45
8
0.48
2.00
5.29
0.54
0.87
9.11
3.92
0.57
1.50
0.64
0.45
0.42
9
0.48
2.46
10.21
0.54
1.10
10.21
3.68
1.23
1.27
0.60
0.45
0.39
10
0.48
2.22
12.52
0.64
1.00
24.64
3.30
0.45
1.05
0.60
0.45
0.39
11
0.64
2.00
2.46
0.87
0.87
41.11
3.12
0.12
0.92
0.64
0.42
0.36
12
0.57
1.55
2.76
0.73
0.64
50.50
3.42
0.33
0.92
0.60
0.42
0.36
13
0.48
0.87
3.06
0.92
2.46
18.67
4.00
0.83
1.10
0.54
0.42
0.33
14
0.45
0.48
2.94
0.87
2.00
8.10
4.32
1.82
0.92
0.51
0.42
0.33
15
0 33
0 64
2 00
0 64
3 06
10 21
3 92
2 18
0 92
0 64
0 42
0 33
.
.
.
.
.
.
.
.
.
.
.
.
16
0.33
0.48
1.55
0.48
2.00
9.11
3.36
1.95
0.92
0.57
0.39
0.30
17
0.51
0.36
1.73
0.57
2.22
4.96
3.24
1.63
0.87
0.60
0.39
0.30
18
0.48
8.30
2.00
0.87
2.46
5.12
4.72
1.05
0.87
0.64
0.39
0.30
19
0.36
9.55
1.55
1.00
2.76
4.64
5.56
0.83
0.87
0.57
0.39
0.30
20
0.27
18.41
1.77
0.83
3.06
4.24
5.20
0.64
0.87
0.51
0.39
0.30
21
0.51
12.04
1.55
0.64
2.00
3.84
4.72
1.32
0.83
1.10
0.36
0.27
22
0.57
11.80
1.77
0.60
3.06
3.92
4.32
2.09
0.83
1.00
0.36
0.27
23
0.48
2.46
1.90
0.64
2.76
3.42
4.00
2.64
0.83
0.96
0.36
0.27
24
0.64
2.36
2.00
1.32
12.52
3.48
3.68
3.42
0.83
0.92
0.36
0.24
25
0.57
2.22
1.55
1.55
28.18
3.48
5.12
4.32
0.78
0.83
0.36
0.24
26
0.64
3.30
1.10
2.31
29.08
4.48
4.56
3.68
0.78
0.78
0.33
0.24
27
0.57
5.29
1.32
2.70
29.98
4.88
4.72
4.24
0.78
0.73
0.33
0.24
28
0.51
6.19
1.10
3.24
32.14
6.01
5.04
4.80
0.78
0.69
0.33
0.24
29
1.00
5.47
0.92
2.31
35.20
7.10
4.32
5.47
0.73
0.64
0.24
30
0.73
2.82
0.83
2.00
17.63
6.82
4.08
6.55
0.73
0.60
0.21
31
2.36
1.46
9.33
4.00
0.73
0.54
0.21
----------
--------------
Total
15 78
111 62
100 47
35 21
238 58
280 56
127 70
66 07
45 64
21 26
11 64
10 41
1064 94 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.53
3.60
3.35
1.14
7.70
9.35
4.12
2.20
1.47
0.69
0.42
0.34
2.92 CMS
Max
1.00
18.41
12.52
3.24
35.20
50.50
5.74
6.55
5.65
1.10
0.51
0.51
50.50 CMS
Min
0.27
0.33
0.83
0.33
0.64
3.42
3.06
0.12
0.73
0.51
0.33
0.21
0.12 CMS
Runoff
1.36
9.64
8.68
3.04
20.61
24.24
11.03
5.71
3.94
1.84
1.01
0.90
92.01 MCM
51.87 CMS. at 194.81 m. (MSL.) at 06.00 Hours , on Sep 12 , 2012
Runoff Yield
8.27
146.941
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak