Basic HTML Version
505
30
35
40
45
Flow ‐ CMS
Flow of Huai Mae Nam Lo (K.30)
at Ban Sai Yok
Water Year 2014
15
20
25
0
5
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
0.90
0.80
1.20
2.00
7.96
7.24
10.30
4.83
2.60
1.20
1.20
0.85
2
0.90
0.80
2.00
2.90
11.75
7.96
21.30
4.64
2.60
1.20
1.20
0.85
3
0.90
0.80
1.20
3.05
9.52
8.22
13.20
4.45
2.45
1.20
1.10
0.85
4
0.90
0.75
0.95
1.50
21.30
7.96
10.04
4.26
2.45
1.20
1.10
0.80
5
1.10
0.70
0.95
1.70
38.45
7.47
9.78
12.62
2.45
1.20
1.00
0.80
6
1.20
0.70
0.95
2.45
22.50
7.24
10.30
8.48
2.45
1.20
1.00
0.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.30
4.07
1.10
3.20
17.30
8.48
7.96
7.96
2.30
1.20
0.95
0.80
8
1.30
3.35
1.20
5.63
19.30
7.70
7.70
9.26
2.30
1.20
0.95
0.80
9
0.90
1.90
3.05
10.59
21.30
7.01
11.46
7.70
2.00
1.90
0.95
1.30
10
0.85
1.10
3.35
29.00
20.50
5.86
13.86
5.21
1.90
1.70
0.95
0.90
11
0.80
1.20
1.80
22.90
18.50
5.21
10.30
5.02
1.90
1.70
0.95
0.85
12
0.80
1.10
2.60
14.52
15.18
5.21
10.30
4.64
1.90
1.60
0.95
0.80
13
1.10
1.10
2.00
9.52
11.75
5.40
9.78
4.45
1.90
1.60
0.95
0.80
14
1.20
1.10
1.80
6.55
10.30
5.86
7.01
4.07
1.90
1.50
0.90
0.80
15
2 60
0 85
1 80
5 63
8 74
6 32
6 09
4 07
1 80
1 50
0 90
0 80
.
.
.
.
.
.
.
.
.
.
.
.
16
1.70
0.80
1.70
5.02
8.22
5.40
5.40
3.88
1.80
1.40
0.90
0.80
17
1.50
0.80
3.50
4.26
7.47
5.40
5.21
3.69
1.80
1.40
0.90
0.75
18
1.10
0.90
4.83
4.07
6.32
8.74
5.21
3.35
1.80
1.40
0.90
0.75
19
1.00
0.90
6.32
5.63
6.09
9.00
4.83
3.20
1.70
1.30
0.90
0.85
20
1.10
0.85
3.35
24.10
6.09
6.78
4.45
3.05
1.70
1.30
0.90
0.85
21
1.20
0.85
2.90
29.90
6.09
5.40
4.83
3.05
1.60
1.30
0.90
0.85
22
1.30
0.85
2.60
25.40
6.32
5.40
4.45
2.90
1.60
1.20
0.90
0.85
23
1.20
0.80
2.15
17.30
6.32
4.83
7.70
2.90
1.60
1.20
0.90
0.85
24
1.10
0.80
2.60
10.88
5.86
4.64
6.09
2.75
1.50
1.10
0.90
4.07
25
1.00
0.80
2.30
10.88
6.78
6.09
7.01
2.75
1.50
1.10
0.85
1.70
26
1.10
1.10
3.88
10.88
5.63
6.78
5.63
2.60
1.40
1.10
0.85
1.00
27
0.90
1.20
4.64
10.88
5.21
5.02
5.40
2.60
1.40
1.10
0.85
0.85
28
0.85
1.50
3.50
10.59
6.32
4.64
5.63
2.60
1.40
1.00
0.85
0.75
29
0.95
1.50
2.75
10.59
5.40
9.26
5.40
2.60
1.30
1.00
0.75
30
0.80
1.20
2.45
9.26
6.78
8.48
5.86
2.60
1.30
1.00
0.75
31
1.10
9.00
6.78
5.21
1.30
1.00
0.75
----------
--------------
Total
33 55
36 27
75 42
319 78
356 03
199 00
247 69
136 18
57 60
40 00
26 55
29 97
1558 04 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.12
1.17
2.51
10.32
11.48
6.63
7.99
4.54
1.86
1.29
0.95
0.97
4.27 CMS
Max
2.60
4.07
6.32
29.90
38.45
9.26
21.30
12.62
2.60
1.90
1.20
4.07
38.45 CMS
Min
0.80
0.70
0.95
1.50
5.21
4.64
4.45
2.60
1.30
1.00
0.85
0.75
0.70 CMS
Runoff
2.90
3.13
6.52
27.63
30.76
17.19
21.40
11.77
4.98
3.46
2.29
2.59
134.62 MCM
40.65 CMS. at 69.23 m. (MSL.) at 15.00 Hours , on Aug 5, 2014
Runoff Yield
9.16
87.232
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak