Basic HTML Version
517
4
5
Flow ‐ CMS
Flow of Huai Ong Thi (K.39)
at Ban Ong Thi
Water Year 2014
2
3
0
1
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
0.38
0.33
0.33
0.40
0.59
0.63
1.92
0.59
0.42
0.35
0.40
0.35
2
0.35
0.33
0.35
0.42
0.55
0.59
1.81
0.55
0.42
0.35
0.40
0.35
3
0.35
0.33
0.35
0.42
0.55
0.59
1.52
0.52
0.42
0.35
0.38
0.35
4
0.35
0.33
0.35
0.42
0.89
0.59
1.16
0.52
0.42
0.35
0.38
0.35
5
0.35
0.33
0.35
0.42
0.80
0.59
1.52
0.89
0.42
0.35
0.38
0.35
6
0.42
0.33
0.35
0.42
0.77
0.59
1.07
0.70
0.42
0.35
0.38
0.35
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.40
0.35
0.35
0.42
0.80
0.66
0.80
0.63
0.42
0.35
0.35
0.35
8
0.40
0.35
0.38
0.42
0.73
0.63
0.73
0.70
0.42
0.35
0.35
0.35
9
0.40
0.35
0.40
0.49
0.98
0.63
0.77
0.98
0.42
0.45
0.35
0.38
10
0.40
0.35
0.40
0.55
0.77
0.59
0.80
0.73
0.42
0.49
0.35
0.38
11
0.38
0.35
0.40
0.55
0.70
0.63
0.77
0.66
0.42
0.49
0.35
0.38
12
0.38
0.35
0.42
0.55
0.66
0.59
0.73
0.63
0.40
0.45
0.35
0.35
13
0.38
0.35
0.42
0.55
0.66
0.63
0.77
0.59
0.40
0.40
0.35
0.35
14
0.40
0.33
0.42
2.14
0.63
0.63
0.66
0.55
0.40
0.40
0.35
0.35
15
0 66
0 33
0 45
0 70
0 63
0 55
0 63
0 55
0 40
0 40
0 35
0 35
.
.
.
.
.
.
.
.
.
.
.
.
16
0.49
0.33
0.45
0.66
0.59
0.52
0.59
0.52
0.40
0.40
0.35
0.33
17
0.40
0.33
0.63
0.70
0.55
0.55
0.59
0.52
0.40
0.38
0.35
0.33
18
0.40
0.30
0.59
0.63
0.55
0.63
0.59
0.52
0.40
0.38
0.35
0.33
19
0.40
0.30
0.55
0.80
0.52
0.59
0.52
0.49
0.40
0.38
0.35
0.27
20
0.40
0.30
0.52
1.07
0.49
0.55
0.52
0.49
0.38
0.38
0.35
0.25
21
0.40
0.30
0.45
0.89
0.52
0.52
0.52
0.49
0.38
0.38
0.35
0.27
22
0.38
0.30
0.45
0.77
0.98
0.52
0.52
0.49
0.38
0.38
0.35
0.30
23
0.38
0.33
0.49
0.66
0.59
0.49
0.52
0.49
0.38
0.38
0.40
0.33
24
0.38
0.33
0.45
0.59
0.52
0.49
0.59
0.49
0.38
0.38
0.38
0.40
25
0.38
0.33
0.45
0.63
0.59
0.52
0.63
0.49
0.38
0.38
0.38
0.30
26
0.38
0.63
0.49
0.59
0.52
0.49
0.59
0.49
0.38
0.38
0.38
0.33
27
0.35
0.33
0.49
0.59
0.55
0.49
0.59
0.45
0.38
0.38
0.38
0.33
28
0.35
0.35
0.49
0.55
0.55
0.49
0.59
0.45
0.38
0.38
0.38
0.30
29
0.35
0.35
0.45
0.59
0.55
0.49
0.77
0.45
0.38
0.38
0.49
30
0.35
0.35
0.42
0.55
0.59
0.55
0.66
0.42
0.38
0.38
0.40
31
0.35
0.70
0.59
0.55
0.38
0.38
0.38
----------
--------------
Total
11 79
10 60
13 09
19 84
19 96
17 01
25 00
17 04
12 38
11 98
10 22
10 68
179 59 CMSDAY
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Mean
0.39
0.34
0.44
0.64
0.64
0.57
0.81
0.57
0.40
0.39
0.36
0.34
0.49 CMS
Max
0.66
0.63
0.63
2.14
0.98
0.66
1.92
0.98
0.42
0.49
0.40
0.49
2.14 CMS
Min
0.35
0.30
0.33
0.40
0.49
0.49
0.52
0.42
0.38
0.35
0.35
0.25
0.25 CMS
Runoff
1.02
0.92
1.13
1.71
1.73
1.47
2.16
1.47
1.07
1.04
0.88
0.92
15.52 MCM
4.42 CMS. at 82.53 m. (MSL.) at 16.00 Hours , on Jul 14 , 2014
Runoff Yield
9.65
86.497
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak