Basic HTML Version
493
14
16
18
20
Flow ? CMS
Flow of Huai Tha Khoei (K.25A)
at Ban Kha
Water Year 2011
6
8
10
12
0
2
4
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
0.56
0.96
3.42
0.72
1.14
0.66
0.60
5.36
0.60
0.50
0.60
0.43
2
0.60
1.36
3.56
0.78
1.20
0.66
0.60
4.88
0.53
0.50
0.53
0.39
3
0.60
4.56
4.72
0.78
0.90
0.66
0.60
4.40
0.53
0.50
0.50
0.35
4
0.60
1.84
6.54
0.78
0.78
0.60
0.66
3.56
0.50
0.50
0.46
0.21
5
0.60
1.84
4.40
0.96
0.72
0.60
0.66
2.90
0.50
0.53
0.46
0.32
6
1.60
1.68
4.56
0.96
0.66
0.60
0.90
2.90
0.46
0.53
0.46
0.32
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.60
2.20
3.98
0.78
0.66
0.60
13.34
2.50
0.46
0.50
0.46
0.32
8
1.14
1.84
3.56
0.90
0.60
0.66
10.92
2.20
0.46
0.50
0.43
0.35
9
0.90
2.00
3.28
0.84
0.60
1.02
5.68
2.00
0.46
0.50
0.43
0.35
10
1.44
1.84
3.00
0.78
0.60
1.28
6.54
1.84
0.46
0.56
0.43
0.35
11
1.08
1.76
2.50
0.78
0.60
1.14
12.56
1.84
0.43
0.53
0.43
0.39
12
0.84
1.76
2.40
0.72
0.60
1.76
12.56
1.68
0.43
0.50
0.39
0.39
13
0.72
4.26
2.10
0.72
0.72
1.36
19.02
1.60
0.39
0.46
0.39
0.39
14
0.66
7.62
1.52
0.72
0.90
1.20
9.78
1.52
0.43
0.50
0.39
0.35
15
0 60
8 90
2 20
0 72
0 90
1 14
8 90
1 36
0 46
0 50
0 39
0 35
.
.
.
.
.
.
.
.
.
.
.
.
16
0.56
9.34
1.92
0.66
1.14
1.08
9.12
1.28
0.46
0.50
0.43
0.35
17
0.53
8.24
1.44
0.66
0.84
0.96
13.34
1.20
0.43
0.50
0.39
0.35
18
1.36
9.34
1.52
0.66
0.78
0.90
14.38
1.14
0.43
0.46
0.39
0.35
19
1.08
8.24
1.44
0.66
0.72
0.90
9.78
1.08
0.43
0.46
0.39
0.35
20
0.90
7.26
1.44
0.60
0.72
0.84
10.00
1.02
0.43
0.46
0.35
0.35
21
0.60
6.90
1.68
0.66
0.66
0.84
10.69
0.96
0.43
0.50
0.35
0.32
22
0.56
6.54
1.52
0.60
0.66
0.84
8.46
0.96
0.39
0.53
0.35
0.35
23
0.53
5.84
1.28
0.56
0.60
0.84
7.62
1.02
0.39
0.50
0.32
0.32
24
0.60
3.84
1.20
0.53
0.56
0.84
5.84
0.96
0.39
0.46
0.35
0.32
25
2.50
4.56
1.20
0.60
0.56
0.78
6.18
0.90
0.39
0.50
0.32
0.35
26
1.36
5.68
1.14
0.96
0.60
0.78
5.84
0.84
0.39
0.46
0.39
0.35
27
1.02
4.88
1.14
0.60
0.72
0.72
5.52
0.84
0.39
0.46
0.35
0.35
28
0.90
5.04
1.20
0.56
0.90
0.72
6.72
0.78
0.39
0.46
0.35
0.32
29
0.84
4.12
1.08
0.53
1.02
0.66
8.46
0.72
0.39
0.46
0.24
0.32
30
0.78
3.98
1.02
0.66
0.78
0.60
7.44
0.72
0.46
0.66
0.32
31
3.84
0.72
0.72
6.00
0.46
0.84
0.32
----------
--------------
Total
28 66
142 06
71 96
22 16
23 56
26 24
238 71
54 96
13 75
15 82
11 72
10 65
660 25 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.96
4.58
2.40
0.71
0.76
0.87
7.70
1.83
0.44
0.51
0.40
0.34
1.80 CMS
Max
2.60
9.34
6.54
0.96
1.20
1.76
19.02
5.36
0.60
0.84
0.60
0.43
19.02 CMS
Min
0.53
0.96
1.02
0.53
0.56
0.60
0.60
0.72
0.39
0.46
0.24
0.21
0.21 CMS
Runoff
2.48
12.27
6.22
1.92
2.04
2.27
20.63
4.75
1.19
1.37
1.01
0.92
57.05 MCM
45.00 CMS. at 153.99 m. (MSL.) at 17.00 Hours , on Oct 11 , 2011
Runoff Yield
4.91
122.479
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak