Basic HTML Version
635
200
250
Flow ? CMS
Flow of Khlong Rap Ro (X.248)
at Ban Hat Nai
Water Year 2011
100
150
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
25.10
10.32
18.84
11.46
77.40
46.25
44.39
24.58
16.24
11.08
38.34
9.94
2
22.48
9.94
19.88
11.46
59.94
41.36
51.45
24.05
16.24
17.28
28.25
9.56
3
20.40
15.20
19.36
11.08
45.60
36.52
134.80
23.53
16.24
95.65
28.25
9.56
4
19.88
13.64
18.32
11.08
40.15
35.31
99.27
23.53
16.24
31.92
21.96
9.94
5
19.88
23.53
16.24
10.70
36.52
34.71
80.77
23.00
16.76
23.00
18.32
14.16
6
19.36
15.72
16.24
10.70
35.31
32.97
59.27
23.00
16.24
18.84
16.24
12.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
43.79
13.12
15.72
10.32
32.45
31.40
52.10
22.48
15.72
16.76
15.72
11.08
8
22.48
14.68
15.72
9.94
30.35
33.50
41.97
22.48
15.72
16.24
14.16
9.94
9
19.36
59.94
15.20
15.72
28.78
36.52
41.36
21.96
15.72
14.16
13.12
10.32
10
17.80
56.00
15.72
15.20
26.67
45.60
41.36
21.44
19.36
14.16
13.12
10.32
11
16.24
86.23
29.83
24.05
28.25
78.08
41.36
21.96
17.80
13.64
12.60
9.94
12
15.72
49.50
25.10
24.05
54.05
113.50
43.18
23.53
15.72
13.12
12.60
14.16
13
14.68
30.35
24.58
27.20
38.95
65.30
40.15
38.34
14.68
12.60
12.22
13.64
14
14.16
25.63
23.00
27.20
34.71
47.55
37.74
28.25
14.68
12.22
11.84
12.60
15
14 16
22 48
25 10
28 78
25 63
43 79
35 31
23 53
14 16
12 22
11 84
10 70
.
.
.
.
.
.
.
.
.
.
.
.
16
14.16
19.88
24.05
37.13
24.58
38.95
31.92
23.00
14.16
12.22
15.72
12.60
17
13.64
18.84
24.05
37.74
24.05
37.13
29.83
21.44
14.16
13.64
14.16
17.80
18
13.12
18.84
34.11
31.92
27.20
35.31
28.25
21.44
14.16
12.22
13.12
11.84
19
12.22
19.36
94.93
27.20
24.05
39.55
27.20
20.92
14.16
13.12
29.83
9.94
20
17.28
19.36
165.80
27.72
22.48
56.00
27.20
19.36
13.64
13.12
18.84
9.18
21
14.16
17.28
72.67
23.53
37.74
88.40
73.35
19.36
13.12
14.68
16.24
9.18
22
12.60
16.76
45.00
24.58
24.58
69.32
46.90
18.84
13.12
17.28
14.16
8.80
23
14.16
16.24
38.95
26.67
24.05
48.85
42.58
17.80
13.12
13.12
12.60
8.04
24
12.22
16.24
35.31
35.92
23.00
61.28
32.45
17.80
13.12
12.22
12.22
8.04
25
11.46
16.76
32.97
46.25
21.44
56.00
29.83
18.32
13.12
11.84
11.84
7.28
26
11.08
17.28
28.25
48.20
23.53
46.25
27.72
16.24
12.22
17.80
11.08
12.60
27
11.08
16.24
26.67
48.85
76.73
48.20
29.83
16.24
11.84
12.60
10.70
9.18
28
11.08
16.24
25.63
58.60
156.72
160.85
29.83
16.76
11.84
12.60
10.32
8.42
29
10.70
16.24
23.00
69.99
224.00
84.82
27.72
16.76
11.46
12.60
9.94
8.42
30
10.70
16.24
19.36
129.25
117.25
56.65
28.78
16.24
11.46
14.16
8.04
31
16.24
80.10
64.63
26.67
11.08
40.76
8.04
----------
--------------
Total
495 15
724 32
989 60
1002 59
1510 79
1649 92
1384 54
646 18
447 30
566 87
469 35
325 86 10212 47 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
16.50
23.37
32.99
32.34
48.74
55.00
44.66
21.54
14.43
18.29
16.18
10.51
27.90 CMS
Max
43.79
86.23
165.80
129.25
224.00
160.85
134.80
38.34
19.36
95.65
38.34
17.80
224.00 CMS
Min
10.70
9.94
15.20
9.94
21.44
31.40
26.67
16.24
11.08
11.08
9.94
7.28
7.28 CMS
Runoff
42.78
62.58
85.50
86.62
130.53
142.55
119.62
55.83
38.65
48.98
40.55
28.15
882.36 MCM
239.50 CMS. at 21.30 m. (MSL.) at 06.00 Hours , on Aug 29 , 2011
Runoff Yield
40.37
346.499
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak