Basic HTML Version
609
80
100
120
Flow ‐ CMS
Flow of Khlong Klai (X.149)
at Ban Hua Na
Water Year 2012
40
60
0
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
16.85
15.20
9.85
6.70
3.60
2.80
3.20
5.80
75.00
94.50
10.30
9.85
2
14.65
15.20
7.15
6.70
3.80
2.60
16.30
5.35
42.60
56.40
10.30
8.95
3
14.10
15.75
7.15
7.15
3.80
3.00
4.90
10.30
24.65
43.30
9.85
7.60
4
13.55
15.75
9.40
7.60
3.60
3.80
5.35
6.70
17.95
43.30
9.85
7.15
5
13.55
15.75
12.10
6.70
3.60
3.40
7.60
8.50
14.10
101.10
9.40
8.95
6
14.10
15.75
19.05
6.70
3.60
3.20
4.00
4.45
11.65
48.90
8.95
10.75
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
13.55
15.20
21.25
6.70
3.40
4.45
3.20
4.45
10.30
39.10
8.50
8.50
8
13.55
15.20
21.25
8.50
3.60
3.20
2.80
4.00
9.40
33.75
8.05
8.05
9
13.00
15.75
33.10
7.60
2.60
2.80
3.00
4.45
8.95
29.85
8.05
7.60
10
13.00
15.20
20.70
7.15
1.00
3.00
3.60
3.60
8.50
27.25
7.60
9.85
11
13.00
14.65
18.50
6.70
3.40
3.60
4.45
3.60
16.30
24.00
7.60
10.75
12
13.00
14.65
13.55
6.70
3.40
3.20
6.70
10.30
10.75
22.90
8.95
7.15
13
12.55
14.10
11.20
6.70
3.40
5.80
7.15
9.40
8.50
22.35
12.10
6.25
14
12.55
13.55
10.75
6.25
3.40
8.95
3.80
5.35
19.60
20.15
8.50
6.25
15
12 55
12 55
10 30
6 25
3 80
4 90
7 15
4 00
66 30
19 05
9 40
5 80
.
.
.
.
.
.
.
.
.
.
.
.
16
12.10
7.60
9.85
6.25
3.60
4.90
6.25
3.60
42.60
18.50
11.65
5.35
17
12.55
12.10
8.95
7.60
3.80
5.35
4.00
3.40
29.85
17.40
8.50
5.35
18
12.55
12.55
8.95
6.70
3.80
3.60
3.40
3.20
22.35
16.85
7.60
6.25
19
12.55
10.75
8.50
6.25
2.20
4.00
4.45
19.60
19.05
16.85
7.60
8.50
20
13.55
8.50
8.05
5.80
2.40
3.20
9.85
7.60
20.70
18.50
6.70
3.60
21
13.55
7.60
8.05
5.80
3.00
2.80
7.15
5.80
16.85
15.75
6.25
3.40
22
13.00
6.70
7.60
5.35
2.60
2.80
6.70
4.90
24.00
16.30
6.25
3.20
23
13.55
7.15
7.60
4.90
2.60
3.00
5.80
4.45
87.00
17.95
5.80
3.20
24
14.10
8.05
7.60
4.45
5.35
3.20
15.20
4.90
101.10
15.75
6.25
3.00
25
14.65
8.05
7.15
5.35
6.25
2.80
24.00
6.25
60.90
14.65
34.40
3.00
26
13.55
8.95
7.15
4.45
3.40
2.80
17.40
24.65
38.40
13.00
13.00
2.80
27
15.20
17.40
6.70
4.00
5.80
7.60
8.95
21.25
29.85
12.10
11.20
2.80
28
16.85
14.65
6.70
3.80
11.20
4.90
6.70
18.50
25.30
11.65
14.65
3.00
29
14.10
13.55
6.70
3.80
5.80
4.90
4.90
29.85
20.70
10.75
2.80
30
14.10
10.75
6.70
3.80
3.80
3.20
3.80
19.05
29.20
10.75
2.80
31
9.85
3.60
3.20
3.60
81.00
10.75
2.80
----------
--------------
Total
409 50
388 45
341 55
186 00
118 80
117 75
215 35
267 25
993 40
863 40
277 25
185 30
4364 00 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.65
12.53
11.39
6.00
3.83
3.93
6.95
8.91
32.05
27.85
9.90
5.98
11.96 CMS
Max
16.85
17.40
33.10
8.50
11.20
8.95
24.00
29.85
101.10
101.10
34.40
10.75
101.10 CMS
Min
12.10
6.70
6.70
3.60
1.00
2.60
2.80
3.20
8.50
10.75
5.80
2.80
1.00 CMS
Runoff
35.38
33.56
29.51
16.07
10.26
10.17
18.61
23.09
85.83
74.60
23.95
16.01
377.05 MCM
132.60 CMS. at 30.58 m. (MSL.) at 18.00 Hours , on Dec 24 , 2012
Runoff Yield
25.17
279.093
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak