Basic HTML Version
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50
60
70
Flow ? CMS
Flow of Huai Pong (Y.30)
at Ban Pong
Water Year 2011
20
30
40
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
0.18
8.32
1.45
3.38
63.15
10.30
41.32
3.38
1.19
0.69
0.52
0.36
2
0.22
2.65
1.36
3.12
28.81
17.78
21.88
3.25
1.19
0.63
0.57
0.52
3
0.23
1.80
1.53
3.38
17.99
7.66
22.80
3.25
1.19
0.57
0.52
0.46
4
0.20
1.91
1.70
3.75
10.85
7.00
23.84
3.25
1.10
0.57
0.52
0.41
5
0.23
1.53
2.43
2.75
8.65
8.65
15.89
3.25
1.02
0.74
0.41
0.36
6
0.18
1.45
3.63
2.33
7.33
8.49
12.70
3.12
0.85
0.69
0.46
0.41
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.17
0.93
2.23
1.45
7.16
21.42
11.60
3.12
0.74
0.63
0.46
0.36
8
0.14
0.57
1.53
1.45
6.36
9.64
10.85
3.00
0.69
0.63
0.36
0.41
9
0.11
0.63
1.10
2.54
5.88
9.31
9.31
3.00
0.79
0.63
0.36
0.36
10
0.20
26.96
0.85
4.00
5.40
7.82
8.65
2.88
0.79
0.57
0.41
0.46
11
0.17
22.57
0.74
3.63
24.88
7.16
7.82
3.00
0.79
0.63
0.41
0.36
12
0.20
4.70
0.69
2.43
18.89
9.15
7.33
2.88
0.79
0.52
0.41
0.30
13
0.22
3.25
0.63
1.61
13.81
27.48
7.00
2.75
0.79
0.52
0.41
0.36
14
0.28
3.50
0.69
1.36
7.33
17.57
6.52
2.54
0.79
0.52
0.41
0.36
15
0 34
5 26
0 85
11 41
7 66
12 15
6 36
2 65
0 85
0 52
0 41
0 30
.
.
.
.
.
.
.
.
.
.
.
.
16
0.32
2.88
0.57
11.04
7.50
9.97
6.52
2.43
0.74
0.52
0.36
0.30
17
0.31
4.98
0.57
4.28
7.33
8.16
7.00
2.02
0.74
0.46
0.36
0.30
18
0.29
3.25
0.69
3.12
7.00
8.16
6.84
1.70
0.69
0.41
0.41
0.41
19
0.26
7.16
0.74
2.12
12.15
8.32
6.20
1.80
0.79
0.36
0.36
0.36
20
0.26
13.81
0.74
1.70
20.04
18.89
5.12
1.70
0.69
0.36
0.36
0.41
21
0.22
5.40
1.10
2.33
27.48
20.96
4.98
1.80
0.69
0.46
0.36
0.36
22
0.25
3.75
1.36
1.53
17.36
14.42
5.12
1.45
0.63
0.41
0.36
0.30
23
0.28
2.75
0.63
1.53
10.67
13.26
4.98
1.36
0.69
0.46
0.30
0.30
24
0.34
2.33
0.63
1.27
8.81
10.49
4.56
1.53
0.74
0.41
0.36
0.30
25
0.32
1.70
1.45
2.54
8.16
8.98
4.28
1.36
0.74
0.41
0.41
0.27
26
0.41
1.53
25.66
2.65
11.97
8.49
4.28
1.36
0.74
0.46
0.41
0.30
27
0.38
1.53
16.52
2.75
15.68
10.67
4.14
1.27
0.69
0.46
0.46
0.36
28
0.26
1.27
16.10
1.80
9.15
37.00
3.88
1.10
0.74
0.41
0.41
0.30
29
0.25
1.19
5.88
1.53
7.33
20.04
3.63
1.02
0.74
0.46
0.46
0.36
30
0.15
1.36
4.70
1.53
6.84
13.81
3.50
1.10
0.69
0.52
0.30
31
1.53
4.28
6.84
3.63
0.69
0.46
0.57
----------
--------------
Total
7 37
142 45
98 75
94 59
418 46
393 20
292 53
68 32
24 99
16 09
12 02
11 29
1580 06 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.25
4.60
3.29
3.05
13.50
13.11
9.44
2.28
0.81
0.52
0.41
0.36
4.32 CMS
Max
0.41
26.96
25.66
11.41
63.15
37.00
41.32
3.38
1.19
0.74
0.57
0.57
63.15 CMS
Min
0.11
0.57
0.57
1.27
5.40
7.00
3.50
1.02
0.63
0.36
0.30
0.27
0.11 CMS
Runoff
0.64
12.31
8.53
8.17
36.16
33.97
25.28
5.90
2.16
1.39
1.04
0.98
136.52 MCM
78.27 CMS. at 269.11 m. (MSL.) at 12.00 Hours , on Aug 1 , 2011
Runoff Yield
13.28
240.831
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak