Basic HTML Version
649
120
140
160
Flow ‐ CMS
Flow of Khlong Rap Ro (X.248)
at Ban Hat Nai
Water Year 2014
40
60
80
100
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
6.60
11.00
19.95
29.00
28.20
23.40
30.20
31.00
21.80
16.84
13.88
11.00
2
9.20
12.60
14.20
22.60
25.80
22.20
26.20
43.16
23.40
16.84
13.88
11.00
3
10.70
14.86
10.70
18.90
24.20
21.40
33.80
55.60
25.00
16.51
13.88
10.70
4
11.64
33.80
10.40
16.51
27.00
21.80
54.40
45.24
43.68
16.51
13.88
10.70
5
12.60
29.00
10.40
24.60
25.80
27.00
45.76
41.14
41.14
16.18
13.56
10.40
6
11.96
26.20
10.70
19.60
44.20
31.40
37.92
44.72
34.60
15.85
13.56
10.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
11.32
20.65
10.40
17.17
70.70
41.14
35.40
50.96
30.20
15.85
13.56
10.10
8
11.00
14.86
10.10
15.19
53.80
56.20
58.00
48.36
26.60
15.85
13.24
10.10
9
10.70
8.60
10.10
16.84
38.84
56.80
86.25
48.88
23.80
16.51
13.24
9.80
10
10.40
17.50
9.80
19.60
35.00
39.76
67.60
43.68
21.40
19.95
13.24
9.80
11
9.80
15.85
13.56
21.80
29.80
37.92
35.00
36.20
19.95
19.60
12.92
9.50
12
8.90
13.24
16.84
26.20
25.40
31.80
28.20
30.20
19.95
17.50
12.92
9.50
13
8.60
11.00
19.25
23.40
24.60
28.60
27.80
29.80
19.60
16.84
12.92
9.20
14
8.30
8.90
22.60
27.80
25.40
25.80
27.00
33.40
18.90
16.51
12.92
9.20
15
8 30
8 60
22 20
33 00
25 40
29 40
37 00
41 60
18 55
16 18
12 60
9 20
.
.
.
.
.
.
.
.
.
.
.
.
16
9.20
8.30
144.85
42.12
25.40
47.32
36.20
56.20
18.55
16.18
12.60
8.90
17
10.40
8.30
58.60
90.75
24.20
144.85
31.40
92.35
18.20
16.18
12.60
8.90
18
10.70
8.00
26.20
107.65
22.60
90.00
27.80
42.12
18.20
16.18
12.60
8.90
19
10.40
8.00
19.25
143.80
21.80
80.50
32.20
31.00
17.85
15.85
12.60
8.60
20
9.50
7.72
18.55
105.95
21.40
68.80
30.60
29.00
17.85
15.52
12.28
8.60
21
8.30
7.16
18.20
67.00
21.00
40.68
28.60
27.00
17.85
15.19
11.96
7.72
22
7.72
6.60
17.85
124.15
20.65
28.60
26.20
24.60
17.85
14.86
11.96
8.00
23
7.16
7.72
146.95
148.00
20.30
27.00
23.40
22.20
17.85
14.86
11.96
8.00
24
8.00
9.20
117.50
106.80
20.30
29.00
22.60
21.80
17.50
14.53
11.64
8.30
25
9.80
10.70
50.96
59.20
19.95
29.80
29.00
21.80
17.50
14.53
11.64
8.30
26
9.20
10.40
40.68
42.12
26.20
35.00
32.60
21.40
18.20
14.53
11.64
10.40
27
8.60
10.70
37.00
60.40
23.00
33.00
31.40
21.80
21.40
14.53
11.32
10.10
28
8.00
10.10
35.80
53.20
22.20
32.20
29.00
21.80
20.30
14.53
11.32
9.80
29
7.72
9.20
34.60
45.24
23.40
35.80
38.84
22.20
19.25
14.20
9.50
30
7.44
8.90
34.20
33.80
26.60
34.60
37.46
22.20
17.85
14.20
9.50
31
9.80
29.80
29.40
27.80
17.50
14.20
9.20
----------
--------------
Total
282 16
387 46
1012 39
1592 19
872 54
1251 77
1115 63
1101 41
682 27
493 59
356 32
293 32
9441 05 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.41
12.50
33.75
51.36
28.15
41.73
35.99
36.71
22.01
15.92
12.73
9.46
25.87 CMS
Max
12.60
33.80
146.95
148.00
70.70
144.85
86.25
92.35
43.68
19.95
13.88
11.00
148.00 CMS
Min
6.60
6.60
9.80
15.19
19.95
21.40
22.60
21.40
17.50
14.20
11.32
7.72
6.60 CMS
Runoff
24.38
33.48
87.47
137.57
75.39
108.15
96.39
95.16
58.95
42.65
30.79
25.34
815.71 MCM
254.35 CMS. at 21.23 m. (MSL.) at 19.00 Hours , on Jun 23 , 2014
Runoff Yield
37.43
367.983
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak