Basic HTML Version
639
140
160
180
200
Flow ‐ CMS
Flow of Khlong Trom (X.259)
at Ban Trom
Water Year 2012
60
80
100
120
0
20
40
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
4.25
13.40
26.20
6.10
4.25
8.20
16.10
6.00
5.95
4.75
3.20
2.60
2
4.20
11.10
26.80
6.00
4.00
4.45
10.50
7.90
5.30
4.60
3.20
2.55
3
12.90
5.60
26.00
5.35
3.85
3.80
11.00
10.90
5.00
3.90
3.15
2.55
4
15.05
5.35
27.68
4.75
3.75
4.00
10.50
12.80
4.75
4.10
3.15
2.55
5
6.20
5.80
35.50
7.40
3.50
3.75
7.90
19.10
4.50
12.70
3.10
2.50
6
6.10
8.90
70.80
10.40
3.80
19.55
7.50
20.45
4.25
14.45
3.10
2.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
9.50
24.20
142.00
8.40
3.75
5.90
7.80
14.30
3.80
7.30
3.05
2.50
8
6.60
22.55
173.25
7.60
3.75
7.40
6.60
10.40
3.50
5.55
3.00
2.50
9
4.80
16.70
185.70
10.40
3.90
6.40
6.50
6.30
3.50
4.80
2.95
2.50
10
4.60
11.60
170.00
11.20
3.25
5.00
6.30
5.75
4.95
4.65
2.95
2.50
11
9.20
8.40
136.60
7.80
3.40
4.60
7.50
7.20
8.70
4.35
2.90
2.45
12
13.20
7.10
94.70
8.30
3.30
4.60
8.60
15.05
7.80
4.25
2.85
2.45
13
9.10
5.55
67.20
8.00
3.25
18.80
10.30
24.00
6.60
4.40
2.80
2.45
14
6.20
5.15
38.00
7.70
3.15
49.00
7.40
17.90
5.30
4.75
2.75
2.45
15
5 80
4 85
18 20
5 70
3 25
66 00
6 50
9 10
4 50
4 35
2 75
2 45
.
.
.
.
.
.
.
.
.
.
.
.
16
7.30
4.85
13.10
4.65
2.90
54.80
6.50
5.45
5.50
4.00
2.75
2.45
17
5.40
5.85
11.60
4.75
2.80
27.45
8.00
5.00
6.70
3.80
3.25
2.45
18
8.40
8.10
10.20
4.75
2.80
10.50
16.10
5.25
5.15
3.60
3.20
2.45
19
36.50
6.10
9.30
4.65
2.75
6.10
28.57
5.75
4.50
3.55
3.20
2.40
20
24.20
5.90
8.60
4.50
3.25
6.00
7.40
9.60
4.00
3.50
3.20
2.40
21
10.50
4.95
7.60
4.75
3.30
6.00
5.50
6.70
3.75
3.50
3.15
2.40
22
22.25
5.00
7.10
4.50
2.40
6.50
5.45
6.80
4.70
3.45
3.10
2.40
23
10.50
4.50
6.50
4.25
3.55
6.10
5.75
5.85
6.00
3.45
3.05
2.35
24
8.50
4.65
6.00
4.25
3.85
6.00
5.70
6.50
12.80
3.40
2.95
2.35
25
7.20
5.55
5.55
3.90
5.50
7.70
5.60
6.50
11.30
3.35
2.80
2.35
26
6.80
11.10
5.50
3.85
5.25
12.50
5.70
6.50
9.80
3.35
3.80
2.35
27
6.50
21.65
5.35
3.85
4.25
23.80
13.80
5.50
5.95
3.30
4.50
2.35
28
7.70
24.20
5.30
4.00
6.60
46.60
6.30
7.10
4.60
3.25
3.65
2.35
29
8.10
81.20
5.20
4.00
21.35
52.30
5.55
15.35
4.25
3.25
2.35
30
11.10
22.10
5.10
4.00
29.48
44.50
5.25
17.30
4.00
3.20
2.35
31
28.80
3.90
21.65
5.20
4.80
3.20
2.35
----------
--------------
Total
298 65
400 75
1350 63
183 65
175 83
528 30
267 37
302 30
176 20
144 05
87 50
75 60
3990 83 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.95
12.93
45.02
5.92
5.67
17.61
8.62
10.08
5.68
4.65
3.13
2.44
10.93 CMS
Max
36.50
81.20
185.70
11.20
29.48
66.00
28.57
24.00
12.80
14.45
4.50
2.60
185.70 CMS
Min
4.20
4.50
5.10
3.85
2.40
3.75
5.20
5.00
3.50
3.20
2.75
2.35
2.35 CMS
Runoff
25.80
34.63
116.69
15.87
15.19
45.65
23.10
26.12
15.22
12.45
7.56
6.53
344.81 MCM
189.75 CMS. at 59.50 m. (MSL.) at 12.00 Hours , on Jun 9 , 2012
Runoff Yield
13.37
231.968
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak