Basic HTML Version
607
400
500
600
Flow ‐ CMS
Flow of Kolok River (X.119A)
at Lantu Bridge
Water Year 2012
200
300
0
100
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
31.40
96.00
38.30
11.40
14.00
21.20
30.80
23.30
25.40
224.40
23.60
374.80
2
24.80
65.60
33.20
11.80
12.60
26.00
26.90
21.80
21.50
241.30
22.10
297.40
3
34.40
102.00
28.10
15.00
12.40
29.60
29.00
19.00
19.40
273.00
20.90
214.80
4
27.20
77.60
26.00
13.80
11.60
26.90
55.95
18.00
18.20
383.20
23.90
150.80
5
20.60
72.40
20.30
12.20
11.00
21.80
70.00
17.60
18.20
396.40
23.90
109.00
6
66.80
58.75
18.00
14.60
11.00
17.80
51.05
31.40
17.20
341.20
20.90
84.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
83.60
66.40
16.80
15.20
12.40
16.20
36.50
25.40
16.00
254.80
19.00
77.20
8
47.60
54.55
16.20
15.20
19.20
22.10
35.90
19.00
14.80
166.00
17.80
86.80
9
41.90
46.10
17.20
16.80
20.90
42.50
28.10
24.20
14.00
115.00
16.80
71.60
10
36.20
39.20
19.40
27.50
26.90
38.60
38.30
27.20
14.40
111.50
16.60
58.40
11
61.55
34.10
18.80
25.70
33.20
29.00
33.50
34.10
14.60
83.20
15.40
48.80
12
53.15
29.90
16.60
18.80
28.70
38.90
25.70
39.50
15.60
69.20
23.30
42.80
13
36.80
41.60
15.20
17.60
29.60
31.40
24.20
31.70
19.80
59.80
106.50
38.90
14
32.60
30.80
14.00
17.20
38.60
23.60
27.80
23.30
23.60
53.50
116.00
35.90
15
35 90
24 80
13 20
16 40
57 00
19 20
24 20
19 20
26 90
47 00
80 00
32 60
.
.
.
.
.
.
.
.
.
.
.
.
16
94.00
22.70
12.00
15.40
64.80
17.40
41.00
17.40
74.80
42.80
82.80
38.60
17
82.80
20.60
11.20
13.60
46.70
15.40
66.40
15.80
72.80
38.90
74.80
54.55
18
54.90
21.80
10.80
19.20
33.50
17.00
55.25
14.80
68.40
36.20
71.60
41.30
19
40.10
19.20
10.60
31.10
26.00
24.50
43.10
17.00
124.50
41.30
69.60
32.60
20
36.50
17.80
10.60
24.50
24.50
32.60
40.10
17.40
151.40
38.30
54.20
28.10
21
43.10
35.30
10.60
19.80
26.00
41.00
33.80
31.70
141.20
38.60
42.50
25.10
22
41.30
32.30
12.40
53.15
82.80
72.80
44.00
21.80
165.30
76.40
35.00
20.90
23
41.90
32.90
14.40
70.80
148.40
74.80
64.40
16.40
224.40
88.00
30.20
21.50
24
35.60
34.10
13.40
63.65
117.50
57.35
47.60
15.60
313.60
71.60
58.40
20.30
25
49.10
30.20
13.40
55.25
67.20
47.30
64.80
16.20
432.50
78.00
159.70
20.00
26
53.85
23.60
16.40
41.90
48.80
41.30
72.80
58.40
429.90
53.85
334.00
20.90
27
138.20
20.90
18.00
30.80
38.00
37.40
50.35
75.20
419.50
44.30
440.30
19.60
28
158.30
20.00
15.60
23.60
29.90
31.70
37.70
52.45
379.60
37.70
419.50
18.60
29
113.00
37.70
13.40
19.20
24.50
25.70
29.60
36.20
302.90
31.40
17.80
30
124.50
32.90
11.60
17.20
22.70
25.10
28.70
29.60
215.60
27.20
17.00
31
37.70
15.80
21.20
24.20
166.70
25.40
16.60
----------
--------------
Total
1741 65
1279 50
505 70
764 15
1161 60
966 15
1281 70
810 65
3962 70
3589 45
2419 30
2138 05 20620 60 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
58.05
41.27
16.86
24.65
37.47
32.20
41.35
27.02
127.83
115.79
86.40
68.97
56.49 CMS
Max
158.30
102.00
38.30
70.80
148.40
74.80
72.80
75.20
432.50
396.40
440.30
374.80
440.30 CMS
Min
20.60
17.80
10.60
11.40
11.00
15.40
24.20
14.80
14.00
25.40
15.40
16.60
10.60 CMS
Runoff
150.48
110.55
43.69
66.02
100.36
83.48
110.74
70.04
342.38
310.13
209.03
184.73
1781.62 MCM
442.90 CMS. at 10.13 m. (MSL.) at 04.00 Hours , on Feb 27 , 2012
Runoff Yield
41.60
326.141
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak