Basic HTML Version
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70
80
90
100
Flow ‐ CMS
Flow of Huai Mong (Kh.18)
at Ban Na Ang
Water Year 2012
30
40
50
60
0
10
20
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
0.00
1.12
27.55
0.66
0.00
20.65
4.32
1.12
4.08
0.36
0.00
0.00
2
0.00
1.08
19.94
1.85
0.10
34.75
3.82
1.70
4.80
0.34
0.00
0.00
3
0.00
1.20
15.52
2.85
0.28
56.36
3.64
3.05
3.88
0.24
0.00
0.00
4
0.00
1.55
18.12
3.88
0.38
49.88
3.52
3.35
3.70
0.18
0.00
0.00
5
0.00
2.45
24.10
7.44
0.60
41.14
3.58
3.35
3.40
0.14
0.00
0.00
6
0.00
3.15
13.80
44.70
0.72
36.46
4.64
3.30
3.30
0.08
0.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.00
3.40
10.30
41.14
0.76
39.16
6.64
3.30
3.30
0.06
0.00
0.00
8
0.00
3.64
7.12
37.18
0.84
56.72
6.16
3.30
3.30
0.03
0.00
0.00
9
0.00
3.40
14.70
34.75
1.32
59.90
6.40
3.30
3.25
0.01
0.00
0.00
10
0.00
3.30
25.00
29.95
7.52
76.00
5.44
3.30
3.10
0.00
0.00
0.00
11
0.00
3.30
20.20
16.82
5.52
91.80
4.72
3.20
3.00
0.00
0.00
0.00
12
0.14
3.25
11.90
10.40
5.28
74.00
4.08
3.25
2.90
0.00
0.00
0.00
13
0.64
3.30
4.88
8.30
5.20
40.24
3.88
3.30
2.85
0.00
0.00
0.00
14
1.12
3.30
2.30
8.60
4.88
31.45
3.76
3.30
2.75
0.00
0.00
0.00
15
1 55
3 30
1 04
19 68
4 56
28 15
3 40
3 20
2 45
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
1.80
3.20
0.46
21.70
4.24
20.65
3.30
3.20
2.10
0.00
0.00
0.00
17
1.65
3.15
0.36
11.40
4.00
14.50
3.20
3.10
1.95
0.00
0.00
0.00
18
2.15
3.20
0.32
5.84
3.82
14.10
3.00
3.10
1.75
0.00
0.00
0.00
19
2.30
3.25
0.22
2.50
3.82
11.70
2.65
3.20
1.60
0.00
0.00
0.00
20
2.30
3.25
0.05
0.78
5.36
18.25
1.80
3.20
1.60
0.00
0.00
0.00
21
2.20
3.30
0.00
0.20
5.04
17.08
1.04
3.20
1.60
0.00
0.00
0.00
22
2.00
3.46
0.14
0.01
4.88
10.80
0.68
3.10
1.45
0.00
0.00
0.00
23
1.75
3.58
0.22
0.00
4.88
10.40
0.36
3.10
1.36
0.00
0.00
0.00
24
1.75
4.00
0.17
0.00
10.10
9.60
0.13
3.20
1.16
0.00
0.00
0.00
25
1.55
3.76
0.14
0.00
18.25
7.44
0.01
3.10
0.92
0.00
0.00
0.00
26
1.40
3.00
0.15
0.00
19.29
6.24
0.06
3.10
0.80
0.00
0.00
0.00
27
1.32
1.40
0.38
0.00
16.04
5.12
0.20
3.30
0.74
0.00
0.00
0.00
28
1.24
0.86
0.66
0.00
13.10
5.92
0.32
3.30
0.70
0.00
0.00
0.00
29
1.16
7.44
0.90
0.00
11.60
5.12
0.50
3.30
0.58
0.00
0.00
30
1.16
20.35
0.84
0.00
12.30
4.64
0.72
3.40
0.50
0.00
0.00
31
37.36
0.00
17.08
0.90
0.44
0.00
0.00
----------
--------------
Total
29 18
145 30
221 48
310 63
191 76
898 22
86 87
93 22
69 31
1 44
0 00
0 00
2047 41 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.97
4.69
7.38
10.02
6.19
29.94
2.80
3.11
2.24
0.05
0.00
0.00
5.61 CMS
Max
2.30
37.36
27.55
44.70
19.29
91.80
6.64
3.40
4.80
0.36
0.00
0.00
91.80 CMS
Min
0.00
0.86
0.00
0.00
0.00
4.64
0.01
1.12
0.44
0.00
0.00
0.00
0.00 CMS
Runoff
2.52
12.55
19.14
26.84
16.57
77.61
7.51
8.05
5.99
0.12
0.00
0.00
176.90 MCM
93.90 CMS. at 190.57 m. (MSL.) at 10.00 Hours , on Sep 11 , 2012
Runoff Yield
4.29
71.734
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak