Basic HTML Version
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Flow ‐ CMS
Flow of Huai Lin Thin (K.38A)
at Ban Nong Bang
Water Year 2012
3
4
5
0
1
2
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
0.16
0.44
0.49
1.44
5.07
2.16
5.07
1.76
1.20
0.81
1.28
0.55
2
0.16
0.39
0.44
1.20
4.03
2.16
4.72
1.76
1.20
0.81
1.14
0.55
3
0.16
0.39
0.55
1.14
4.26
3.10
4.26
1.76
1.20
0.81
1.14
0.55
4
0.49
0.39
0.68
1.92
3.70
3.60
4.03
1.76
1.28
0.81
0.94
0.55
5
0.49
0.44
0.68
1.76
3.70
3.10
4.03
1.68
1.20
0.81
0.94
0.55
6
0.55
0.44
0.68
1.92
3.30
4.26
4.03
1.60
1.20
0.81
0.81
0.55
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.39
1.20
0.62
1.68
2.80
7.60
4.03
1.60
1.20
0.81
0.81
0.55
8
0.11
0.94
1.28
1.92
2.64
7.11
4.61
1.60
1.14
0.81
0.74
0.55
9
0.22
0.68
1.07
1.60
2.72
6.03
6.87
1.60
1.14
0.81
0.68
0.55
10
1.14
0.55
0.94
1.60
2.64
4.95
4.83
1.60
1.07
0.74
0.68
0.49
11
0.68
0.49
0.81
1.76
2.64
5.79
4.26
1.52
1.07
0.74
0.62
0.49
12
0.68
0.44
0.74
2.08
2.80
6.03
4.03
2.24
1.07
0.74
0.62
0.49
13
0.68
0.39
0.68
1.92
3.20
5.55
3.50
1.76
1.07
0.74
0.62
0.44
14
0.68
0.33
0.68
1.76
3.00
6.51
3.20
1.52
1.01
0.74
0.55
0.44
15
0 68
0 33
0 68
1 68
2 80
6 63
3 00
1 52
1 01
0 74
0 55
0 44
.
.
.
.
.
.
.
.
.
.
.
.
16
0.68
0.28
0.94
1.36
2.80
8.10
2.80
1.44
0.94
0.74
0.55
0.88
17
0.55
0.28
3.30
1.28
2.64
7.85
2.72
1.44
0.94
0.74
0.55
0.44
18
0.55
0.22
2.80
2.08
2.48
5.79
2.56
1.36
0.94
0.68
0.55
0.44
19
0.49
0.39
2.16
3.10
2.48
5.07
2.48
1.36
0.94
0.68
0.55
0.44
20
0.49
0.33
2.08
2.48
2.32
4.83
2.40
1.36
0.94
0.68
0.55
0.44
21
0.44
0.33
2.00
2.16
2.16
5.07
2.32
1.36
0.94
0.68
0.55
0.44
22
0.44
0.33
1.84
2.00
2.00
4.72
2.32
1.36
0.94
0.68
0.55
0.39
23
0.44
1.20
1.20
1.92
2.00
4.38
2.24
1.36
0.94
0.68
0.55
0.39
24
0.44
0.94
1.07
1.60
1.92
4.03
2.16
1.36
0.94
0.68
0.55
0.33
25
0.44
0.68
1.01
2.48
2.00
4.03
2.32
1.36
0.94
0.68
0.55
0.33
26
0.44
0.68
1.01
2.48
2.40
5.55
2.00
1.36
0.94
0.68
0.55
0.33
27
0.44
0.68
1.14
3.80
2.00
4.03
2.00
1.36
0.88
0.68
0.55
0.33
28
0.44
0.74
1.20
6.03
2.00
4.95
1.92
1.28
0.88
1.20
0.94
0.28
29
0.44
0.68
1.36
4.83
2.24
7.23
1.92
1.28
0.88
0.81
0.28
30
0.44
0.68
1.20
6.27
2.16
6.03
1.76
1.28
0.81
0.74
0.28
31
0.55
5.07
2.08
1.76
0.81
0.74
0.28
----------
--------------
Total
14 43
16 83
35 33
74 32
84 98
156 24
100 15
45 60
31 66
23 50
19 66
14 04
616 74 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.48
0.54
1.18
2.40
2.74
5.21
3.23
1.52
1.02
0.76
0.70
0.45
1.69 CMS
Max
1.14
1.20
3.30
6.27
5.07
8.10
6.87
2.24
1.28
1.20
1.28
0.88
8.10 CMS
Min
0.11
0.22
0.44
1.14
1.92
2.16
1.76
1.28
0.81
0.68
0.55
0.28
0.11 CMS
Runoff
1.25
1.45
3.05
6.42
7.34
13.50
8.65
3.94
2.74
2.03
1.70
1.21
53.29 MCM
8.47 CMS. at 91.39 m. (MSL.) at 06.00 Hours , on Sep 17 , 2012
Runoff Yield
13.81
69.240
Momentary Peak
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.