Basic HTML Version
635
500
600
700
Flow ‐ CMS
Flow of Kolok River (X.119A)
at Lantu Bridge
Water Year 2014
200
300
400
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
6.20
2.80
33.20
16.00
17.75
42.80
23.00
64.40
56.35
284.30
25.00
10.00
2
7.40
2.20
30.75
16.00
17.75
50.60
44.00
79.00
49.40
228.20
23.50
9.60
3
9.00
1.60
21.75
17.50
18.50
46.40
74.90
106.50
52.40
167.40
22.25
9.00
4
8.00
1.20
20.00
23.00
22.25
39.80
95.70
98.40
58.10
124.85
21.00
8.60
5
7.40
1.20
25.50
42.20
19.75
48.20
98.40
108.75
53.90
98.85
20.00
8.40
6
6.80
1.20
43.40
41.60
26.75
44.60
74.20
97.95
58.45
84.60
19.00
8.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
6.40
1.40
41.90
43.10
50.30
36.20
58.45
85.40
57.05
87.40
18.25
7.40
8
5.80
1.60
26.50
35.60
41.90
31.00
54.50
87.40
61.60
138.05
17.25
7.00
9
5.20
1.20
24.50
26.50
32.90
27.00
45.50
97.05
60.20
228.20
16.50
6.60
10
4.80
1.60
29.00
23.00
28.50
24.00
41.00
85.00
50.30
271.10
16.25
6.40
11
4.40
1.40
34.70
24.75
22.25
22.50
55.70
69.30
40.70
259.50
16.25
6.40
12
4.00
2.20
40.70
22.25
22.50
25.25
92.20
57.75
34.70
263.70
16.25
6.00
13
3.40
2.00
30.25
19.50
51.80
24.75
84.60
60.55
31.25
223.70
16.25
5.20
14
3.00
6.00
20.50
17.75
55.10
22.25
68.25
82.60
29.00
152.90
16.25
5.00
15
2 80
14 50
16 00
17 75
54 80
24 25
55 70
90 60
50 00
109 20
16 25
5 20
.
.
.
.
.
.
.
.
.
.
.
.
16
2.60
12.25
15.75
17.75
58.10
24.00
49.40
85.40
140.25
87.40
16.00
5.00
17
2.40
7.20
14.50
19.00
42.50
21.50
45.80
84.20
288.70
73.15
16.00
4.60
18
2.40
6.80
11.80
20.00
57.40
23.50
71.75
111.50
531.60
64.05
16.00
4.40
19
3.40
6.40
10.40
17.75
77.00
30.00
77.80
195.20
479.40
57.40
16.00
4.20
20
4.80
6.80
10.00
17.75
74.90
23.75
100.65
262.65
452.10
54.20
16.00
4.00
21
5.80
7.00
9.00
17.75
90.20
24.00
85.80
267.90
448.10
49.10
16.00
3.60
22
6.20
5.80
7.80
17.75
80.60
31.00
68.25
218.30
468.90
44.60
16.00
3.40
23
5.80
5.80
7.20
17.75
63.00
42.80
67.20
150.70
450.00
41.30
16.00
3.00
24
4.80
5.00
7.00
17.75
50.00
45.80
123.20
108.75
448.10
38.30
16.00
2.80
25
3.80
5.40
6.60
17.75
42.80
35.30
192.00
91.00
471.00
35.60
16.00
2.60
26
3.40
4.80
6.40
17.75
49.10
28.00
223.70
78.20
444.30
34.10
16.00
3.00
27
2.80
4.00
5.80
17.75
66.15
35.00
190.40
80.20
413.90
32.90
16.00
2.80
28
3.00
6.60
6.80
17.75
58.80
31.00
122.65
80.20
401.80
31.00
16.00
2.80
29
3.20
13.50
10.20
17.75
43.70
24.75
86.20
82.60
378.00
29.25
2.80
30
2.80
15.25
13.50
17.75
35.60
21.50
104.70
67.20
358.80
29.50
2.20
31
17.00
17.75
30.50
86.20
337.00
28.50
1.60
----------
--------------
Total
141 80
171 70
581 40
674 00
1403 15
951 50
2661 80
3234 65
7255 35
3452 30
488 25
161 60 21177 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.73
5.54
19.38
21.74
45.26
31.72
85.86
107.82
234.04
111.36
17.44
5.21
58.02 CMS
Max
9.00
17.00
43.40
43.10
90.20
50.60
223.70
267.90
531.60
284.30
25.00
10.00
531.60 CMS
Min
2.40
1.20
5.80
16.00
17.75
21.50
23.00
57.75
29.00
28.50
16.00
1.60
1.20 CMS
Runoff
12.25
14.84
50.23
58.23
121.23
82.21
229.98
279.47
626.86
298.28
42.19
13.96
1829.74 MCM
559.52 CMS. at 10.50 m. (MSL.) at 10.00 Hours , on Dec 18 , 2014
Runoff Yield
42.72
412.018
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak