Basic HTML Version
667
350
400
450
500
Flow ‐ CMS
Flow of Khlong U ‐ Taphao(X.44)
at Ban Hat Yai Nai
Water Year 2014
150
200
250
300
0
50
100
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
4.10
4.10
1.95
1.50
1.30
3.95
1.30
5.90
6.50
69.00
8.00
18.00
2
3.95
4.40
2.45
1.50
1.55
3.35
1.60
5.90
6.80
66.60
11.30
16.50
3
5.45
4.10
2.15
1.50
1.55
2.15
1.60
5.90
7.25
67.80
8.30
15.00
4
5.15
4.25
2.45
1.50
1.45
1.95
1.60
6.05
6.95
52.50
7.85
13.70
5
5.00
5.60
3.05
1.55
1.50
1.80
3.05
5.90
6.80
42.50
8.30
8.60
6
4.85
6.50
2.15
1.55
1.40
1.25
2.30
6.05
6.80
39.50
7.85
8.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
5.45
5.90
1.95
1.05
1.10
1.35
3.65
5.90
6.95
39.00
7.85
8.90
8
4.55
4.70
2.45
0.75
1.65
1.00
4.70
7.10
7.40
39.00
8.60
9.50
9
4.40
3.65
1.95
0.95
2.00
1.25
3.95
6.65
7.85
40.50
10.10
9.80
10
5.75
4.40
1.80
1.35
2.15
1.30
4.55
6.95
8.60
38.00
11.00
10.70
11
5.45
3.50
1.80
1.30
1.60
1.30
5.15
6.65
8.30
25.50
9.80
11.60
12
4.25
2.75
1.60
1.35
1.75
1.25
4.70
6.65
7.85
27.00
7.55
14.00
13
4.25
2.60
1.20
1.50
1.90
1.30
5.15
7.10
43.00
28.50
7.70
23.50
14
4.55
2.45
1.90
1.85
2.60
1.10
5.60
7.25
81.00
24.50
8.30
28.00
15
4 40
2 75
2 15
2 45
1 75
1 05
6 35
7 40
106 80
21 50
7 25
32 00
.
.
.
.
.
.
.
.
.
.
.
.
16
4.85
2.30
1.90
1.95
1.75
1.05
8.90
7.25
122.45
19.50
6.80
28.50
17
5.90
2.75
2.15
1.95
1.65
1.20
6.65
7.10
146.50
19.00
6.65
28.00
18
5.60
2.75
2.30
1.55
1.75
4.40
6.95
10.10
228.50
18.00
6.35
28.50
19
5.60
3.20
2.60
1.50
2.15
2.30
6.35
9.20
271.00
19.00
6.95
30.50
20
3.95
2.30
1.75
1.75
2.45
1.25
5.90
9.20
260.00
14.50
5.75
31.50
21
6.65
1.85
2.45
1.50
1.95
1.20
6.05
8.90
217.10
13.70
10.10
31.00
22
4.55
1.90
1.70
1.65
1.95
1.05
5.90
8.30
290.10
12.80
18.50
31.50
23
3.65
1.90
1.70
1.05
2.60
1.35
5.45
8.30
402.50
11.90
19.50
31.50
24
3.80
1.90
1.20
1.35
3.50
1.45
5.45
9.20
369.85
13.70
23.00
31.50
25
3.65
3.35
1.70
1.45
2.45
2.15
5.45
12.20
287.90
9.50
22.00
31.50
26
2.90
2.15
1.80
1.35
2.60
2.30
5.60
10.40
219.00
7.85
21.00
30.00
27
3.65
1.80
1.60
1.50
2.00
13.10
5.60
8.90
158.25
7.70
20.00
30.00
28
3.65
3.35
1.35
1.30
2.45
2.90
6.05
7.70
97.20
8.60
19.00
30.00
29
3.20
2.30
1.00
1.45
2.75
6.05
6.05
7.55
70.80
9.20
30.00
30
3.95
2.75
1.10
1.60
2.60
0.90
5.90
6.95
69.00
8.60
22.50
31
2.15
1.35
3.50
5.90
67.80
7.55
21.50
----------
--------------
Total
137 10
100 35
57 30
45 90
63 35
68 00
153 40
228 60
3596 80
822 50
315 35
696 40
6285 05 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.57
3.24
1.91
1.48
2.04
2.27
4.95
7.62
116.03
26.53
11.26
22.46
17.22 CMS
Max
6.65
6.50
3.05
2.45
3.50
13.10
8.90
12.20
402.50
69.00
23.00
32.00
402.50 CMS
Min
2.90
1.80
1.00
0.75
1.10
0.90
1.30
5.90
6.50
7.55
5.75
8.60
0.75 CMS
Runoff
11.85
8.67
4.95
3.97
5.47
5.88
13.25
19.75
310.76
71.06
27.25
60.17
543.03 MCM
413.00 CMS. at 5.42 m. (MSL.) at 15.00 Hours , on Dec 23, 2014
Runoff Yield
10.01
240.116
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak