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25
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Flow ‐ CMS
Flow of Upper Huai Kra Sieo (T.11)
at Ban Pha Thang
Water Year 2014
10
15
0
5
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
1.78
1.78
26.40
1.78
2.00
4.95
3.47
5.69
2.66
2.44
2.44
2.44
2
1.78
2.00
16.72
1.78
2.00
4.95
3.84
5.32
2.66
2.44
0.90
2.44
3
1.78
2.00
3.10
1.78
2.00
4.95
3.10
3.10
2.66
2.22
0.90
2.44
4
1.78
2.00
2.22
1.78
2.00
4.95
3.10
6.06
2.66
2.22
0.90
2.44
5
1.78
2.22
2.22
1.78
2.00
3.10
3.10
6.80
2.66
2.22
0.90
2.44
6
1.78
2.66
2.22
1.78
2.00
3.10
6.43
3.10
2.66
2.22
0.90
2.22
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.78
5.32
2.00
1.78
2.00
5.69
3.84
3.10
2.44
2.22
0.90
2.22
8
1.78
3.10
2.00
1.78
2.00
5.69
3.10
3.10
2.44
2.22
0.90
2.22
9
1.78
3.10
2.00
1.78
2.00
3.10
4.95
3.10
2.44
2.44
0.90
2.00
10
1.78
2.66
2.00
1.78
2.00
3.10
6.06
22.55
2.44
2.44
0.90
2.00
11
1.78
2.22
2.00
1.78
2.00
5.32
8.39
7.86
2.22
2.44
0.90
2.00
12
1.78
2.44
2.00
1.78
2.00
4.95
5.69
4.21
2.22
2.44
0.90
2.00
13
2.00
2.22
2.00
1.78
2.00
3.84
4.95
3.10
2.22
2.44
0.90
1.78
14
2.00
2.22
2.00
1.78
2.00
3.10
3.10
3.10
2.22
2.44
0.90
1.78
15
2 00
2 22
2 00
1 78
2 00
3 10
3 10
3 10
2 22
2 44
0 90
1 78
.
.
.
.
.
.
.
.
.
.
.
.
16
2.22
2.00
2.00
2.22
2.00
8.39
3.10
3.10
2.22
2.44
0.90
1.78
17
2.22
2.00
2.00
1.78
2.22
3.10
3.10
3.10
2.22
2.44
0.90
1.78
18
2.00
2.00
2.00
1.78
2.66
3.10
2.66
3.10
2.22
2.44
0.90
1.78
19
2.00
2.88
2.00
1.78
5.69
3.10
2.66
3.10
2.22
2.44
0.90
1.78
20
2.00
3.47
2.00
1.78
4.95
3.10
2.66
3.10
2.00
2.44
2.44
1.78
21
2.00
2.22
2.00
1.78
4.95
3.10
2.66
3.10
2.00
2.44
2.44
2.44
22
2.00
2.00
1.78
1.78
6.43
3.10
3.84
3.10
2.00
2.44
2.44
5.32
23
2.00
1.78
1.78
1.78
11.57
2.66
3.10
3.10
2.00
2.44
2.44
3.10
24
2.00
1.78
1.78
1.78
6.43
2.66
3.10
3.10
2.00
2.44
2.44
2.44
25
2.00
1.78
1.78
1.78
14.74
3.47
3.10
3.10
2.00
2.44
2.44
2.44
26
2.00
1.78
1.78
1.78
7.86
2.66
3.10
3.10
2.00
2.44
2.44
2.44
27
2.00
1.78
1.78
1.78
8.39
2.44
3.10
3.10
2.00
2.44
2.44
2.44
28
2.00
1.78
1.78
1.78
12.10
3.10
3.10
3.10
2.00
2.44
2.44
2.44
29
1.78
2.22
1.78
1.78
6.80
3.10
4.95
3.10
2.00
2.44
2.44
30
1.78
2.22
1.78
2.00
4.95
6.06
6.06
3.10
2.00
2.44
2.66
31
2.22
2.00
6.06
5.69
2.00
2.44
3.10
----------
--------------
Total
57 36
72 07
98 90
56 06
137 80
117 03
122 20
129 79
69 70
74 32
40 60
72 36
1048 19 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.91
2.32
3.30
1.81
4.45
3.90
3.94
4.33
2.25
2.40
1.45
2.33
2.87 CMS
Max
2.22
5.32
26.40
2.22
14.74
8.39
8.39
22.55
2.66
2.44
2.44
5.32
26.40 CMS
Min
1.78
1.78
1.78
1.78
2.00
2.44
2.66
3.10
2.00
2.22
0.90
1.78
0.90 CMS
Runoff
4.96
6.23
8.55
4.84
11.91
10.11
10.56
11.21
6.02
6.42
3.51
6.25
90.56 MCM
26.40 CMS. at 129.60 m. (MSL.) at 06.00 Hours , on Aug 25 , 2011
Runoff Yield
8.09
74.366
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak