Basic HTML Version
649
300
350
400
Flow ? CMS
Flow of Khlong Trom (X.259)
at Ban Trom
Water Year 2011
100
150
200
250
0
50
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
365.95
15.34
12.22
6.32
8.15
28.25
49.00
7.61
9.77
7.07
20.02
7.25
2
286.38
11.96
11.18
5.36
6.32
12.74
48.20
7.07
41.20
28.55
13.52
5.20
3
218.25
8.60
13.26
5.60
5.84
8.78
42.40
13.91
63.00
103.40
10.04
5.92
4
164.40
7.52
9.23
5.52
5.52
8.60
37.20
9.50
74.40
99.80
8.69
4.88
5
127.35
7.25
7.70
5.20
5.20
10.92
39.60
17.42
55.37
79.40
7.79
14.30
6
101.80
6.98
6.56
5.12
5.04
7.16
44.20
13.91
31.55
42.40
7.43
12.22
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
79.40
6.89
6.98
4.88
4.80
6.32
47.40
7.79
19.24
21.17
6.80
16.77
8
65.00
8.15
6.89
4.72
4.80
6.24
31.10
12.61
11.96
13.52
6.48
50.40
9
61.75
7.16
6.89
4.56
4.24
5.44
28.55
11.31
9.77
10.53
6.24
25.33
10
43.80
7.88
6.16
4.48
3.68
12.48
22.05
14.04
9.32
9.41
5.84
30.80
11
26.45
14.17
5.92
4.40
4.16
65.25
23.71
14.43
9.77
8.78
5.60
23.30
12
26.30
12.48
6.00
4.56
4.40
107.00
27.35
13.26
9.77
8.60
5.36
9.86
13
26.15
8.87
6.16
8.15
6.48
107.00
30.65
25.73
16.51
9.32
5.28
7.61
14
20.92
8.60
5.60
18.72
6.16
88.85
24.24
40.80
9.14
10.79
5.12
6.32
15
21 42
8 96
5 28
28 40
5 28
62 00
15 21
45 20
7 70
21 05
4 96
10 13
.
.
.
.
.
.
.
.
.
.
.
.
16
20.15
6.56
6.08
31.40
5.68
36.20
11.44
42.60
10.04
14.56
4.88
6.24
17
14.56
8.15
7.43
27.20
8.24
20.80
9.86
15.47
11.44
9.77
5.60
5.60
18
12.22
19.24
9.14
10.53
4.72
15.60
23.98
9.95
9.41
10.40
7.25
7.52
19
12.22
16.25
21.30
7.43
5.12
25.60
16.90
8.15
7.43
15.47
41.80
12.87
20
15.34
20.41
13.26
6.32
8.51
62.75
14.04
7.79
6.80
64.75
43.80
6.56
21
23.98
15.86
7.43
5.84
7.52
51.60
19.76
10.79
6.40
76.50
16.64
5.60
22
16.90
8.69
6.08
5.52
6.48
28.70
14.30
11.83
7.88
53.12
8.60
4.88
23
10.92
9.23
6.16
5.28
10.66
15.73
10.79
17.16
12.74
30.50
6.89
4.56
24
9.86
8.24
22.05
6.00
16.38
13.52
8.96
18.85
10.92
23.84
6.80
4.32
25
9.05
7.97
12.48
6.80
11.18
12.87
9.59
26.15
26.00
24.24
6.48
4.16
26
8.24
8.96
7.16
7.97
6.08
12.74
8.33
19.11
18.46
21.42
5.68
5.04
27
8.24
6.80
6.08
9.14
9.05
12.48
8.06
12.74
9.77
12.61
5.28
5.68
28
8.42
6.08
5.68
9.23
41.60
21.93
7.97
13.65
9.23
9.14
5.04
5.52
29
8.51
5.68
5.60
18.07
65.25
37.80
7.16
16.77
7.16
8.15
6.89
6.24
30
8.96
5.52
5.76
19.89
74.10
47.60
6.89
13.91
7.25
12.22
4.72
31
6.56
13.00
61.75
8.78
8.15
27.05
4.24
----------
--------------
Total
1822 89
301 01
257 72
305 61
422 39
952 95
697 67
499 51
547 55
887 53
290 80
324 04
7309 67 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
60.76
9.71
8.59
9.86
13.63
31.76
22.51
16.65
17.66
28.63
10.03
10.45
19.97 CMS
Max
365.95
20.41
22.05
31.40
74.10
107.00
49.00
45.20
74.40
103.40
43.80
50.40
365.95 CMS
Min
8.24
5.52
5.28
4.40
3.68
5.44
6.89
7.07
6.40
7.07
4.88
4.16
3.68 CMS
Runoff
157.50
26.01
22.27
26.41
36.49
82.34
60.28
43.16
47.31
76.68
25.13
28.00
631.56 MCM
398.88 CMS. at 62.95 m. (MSL.) at 01.00 Hours , on Apr 1 , 2011
Runoff Yield
24.42
487.628
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak