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50
60
70
Flow ‐ CMS
Flow of Khlong Trom (X.259)
at Ban Trom
Water Year 2014
20
30
40
0
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
0.88
2.05
1.82
3.63
23.72
15.75
6.70
29.70
16.36
13.25
3.78
1.75
2
1.37
1.45
2.27
3.10
20.54
15.00
9.40
37.30
16.36
8.50
4.15
1.75
3
3.25
1.00
3.32
2.65
17.08
9.10
17.32
43.38
16.80
8.20
4.90
1.68
4
3.32
1.00
4.00
2.50
14.00
6.40
22.14
39.38
19.16
7.30
4.75
1.68
5
3.25
1.00
4.00
2.20
15.47
5.20
28.70
27.90
20.18
7.30
4.30
1.60
6
3.25
1.00
4.00
1.82
21.88
5.05
38.80
21.62
20.66
18.19
4.15
1.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
3.32
1.00
3.55
1.75
33.80
5.50
50.25
24.62
18.32
29.40
3.93
1.60
8
3.85
1.00
2.73
2.20
42.38
7.45
57.65
34.60
18.74
19.22
3.70
1.53
9
3.70
1.00
2.50
2.27
38.50
15.63
58.70
43.50
24.25
15.60
3.55
1.53
10
3.55
1.00
2.50
2.50
29.40
20.72
50.25
45.38
20.18
14.25
3.55
1.53
11
3.32
1.15
2.20
2.50
20.48
23.87
41.75
39.25
15.72
10.50
3.32
1.45
12
3.25
1.30
1.75
2.58
15.58
18.68
34.30
29.50
15.72
8.65
3.17
1.45
13
3.25
1.45
1.75
3.93
13.00
15.40
28.90
25.60
20.00
8.35
3.10
1.37
14
3.10
1.60
2.88
13.50
14.50
16.64
26.20
25.10
18.32
8.20
2.95
1.30
15
3 02
1 60
3 93
17 24
15 12
28 90
23 80
22 39
15 63
7 00
2 88
1 30
.
.
.
.
.
.
.
.
.
.
.
.
16
2.95
1.68
4.00
18.92
15.20
44.00
23.50
20.78
15.00
6.70
2.65
1.30
17
2.95
1.37
4.00
16.32
15.20
47.63
23.50
20.36
15.00
6.55
2.58
1.30
18
2.80
1.45
4.15
9.55
15.12
43.13
25.20
17.96
14.50
6.25
2.35
1.15
19
2.65
2.12
5.80
4.75
15.00
35.10
35.20
16.72
12.50
5.80
1.97
1.15
20
2.50
1.82
4.15
3.17
12.50
24.85
39.38
19.40
13.00
5.80
1.82
1.15
21
2.50
1.68
2.50
3.02
6.85
17.69
29.90
22.72
12.75
5.50
1.75
1.07
22
2.50
2.27
2.80
2.80
6.55
15.15
22.39
22.52
16.88
5.20
1.75
1.07
23
2.50
3.25
8.20
6.70
15.98
16.84
21.75
19.52
16.96
4.90
1.75
1.07
24
2.50
3.17
11.75
28.00
22.26
23.43
23.72
18.41
13.25
4.75
1.75
1.07
25
2.50
3.25
8.80
48.25
30.60
25.40
29.30
18.27
13.25
4.30
1.75
1.07
26
2.42
3.55
4.30
54.80
33.60
19.22
36.40
17.96
16.24
4.30
1.75
1.00
27
2.35
3.32
3.25
50.25
31.70
17.08
40.00
17.82
20.00
3.93
1.75
1.00
28
2.27
3.32
3.25
43.75
26.10
16.52
38.00
17.56
23.72
3.85
1.75
1.00
29
2.20
2.27
3.63
38.90
20.36
15.60
35.30
17.48
24.55
3.70
1.00
30
2.12
1.75
3.85
33.60
17.40
11.25
33.40
16.84
21.16
3.70
1.00
31
1.68
28.40
16.40
30.40
17.12
3.63
1.00
----------
--------------
Total
83 39
56 55
117 63
455 55
636 27
582 18
982 20
773 54
542 28
262 77
81 55
40 52
4614 43 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.78
1.82
3.92
14.70
20.52
19.41
31.68
25.78
17.49
8.48
2.91
1.31
12.64 CMS
Max
3.85
3.55
11.75
54.80
42.38
47.63
58.70
45.38
24.55
29.40
4.90
1.75
58.70 CMS
Min
0.88
1.00
1.75
1.75
6.55
5.05
6.70
16.72
12.50
3.63
1.75
1.00
0.88 CMS
Runoff
7.21
4.89
10.16
39.36
54.97
50.30
84.86
66.83
46.85
22.70
7.05
3.50
398.69 MCM
59.90 CMS. at 59.36 m. (MSL.) at 02.00 Hours , on Oct 9 , 2014
Runoff Yield
15.46
73.227
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak