Basic HTML Version
627
300
350
400
450
Flow ? CMS
Flow of Kolok River (X.119A)
at Lantu Bridge
Water Year 2011
150
200
250
0
50
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
170.90
14.25
29.90
47.05
27.50
58.60
26.30
95.45
289.45
202.25
69.40
28.70
2
136.75
18.00
25.40
40.40
23.60
74.20
21.80
89.15
227.55
364.00
90.05
27.50
3
132.90
19.25
33.40
55.00
23.60
55.80
25.40
71.40
161.50
319.70
128.50
88.25
4
114.50
15.25
34.45
54.20
23.60
48.10
24.20
78.80
123.55
249.20
136.20
116.00
5
92.30
14.25
32.35
75.80
21.80
64.20
27.20
69.00
152.15
176.75
96.80
96.80
6
84.65
15.25
52.65
63.00
20.00
61.40
24.20
75.00
213.80
123.55
75.00
114.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
75.40
18.25
47.05
48.45
19.25
98.60
26.00
65.80
197.75
99.50
61.80
108.50
8
61.40
16.25
56.60
56.20
22.70
108.05
77.90
55.80
139.50
84.20
51.60
66.20
9
51.95
23.90
70.20
67.00
25.40
93.65
140.05
47.40
105.35
91.85
44.95
47.05
10
73.00
42.50
93.65
60.20
22.10
89.60
125.20
41.80
124.10
90.05
39.35
36.90
11
117.00
34.10
96.80
43.20
20.90
81.05
121.00
37.60
153.80
114.00
34.80
32.35
12
97.70
28.40
80.60
34.80
35.15
67.80
108.50
34.45
153.25
143.90
35.85
33.05
13
78.80
33.75
77.45
47.05
49.15
54.60
96.80
37.60
137.85
242.90
60.60
54.20
14
66.20
28.40
123.55
95.45
36.20
63.40
81.50
48.45
116.50
271.00
44.60
40.40
15
54 20
26 30
126 85
79 25
64 60
57 80
68 20
57 00
104 00
289 45
33 75
33 75
.
.
.
.
.
.
.
.
.
.
.
.
16
44.60
40.75
105.80
61.40
107.60
71.00
91.85
67.00
130.15
289.45
30.20
28.40
17
36.55
33.05
84.65
52.65
83.30
64.60
77.90
52.30
168.95
234.35
29.90
25.40
18
45.30
30.50
67.40
61.80
55.80
51.95
63.00
54.20
189.80
189.80
36.90
27.80
19
44.25
57.00
69.40
51.25
57.80
68.20
53.00
44.95
176.10
194.75
61.80
23.00
20
33.75
63.00
63.80
50.20
70.60
53.80
44.25
46.35
185.60
245.60
46.35
19.75
21
27.20
61.00
56.60
42.15
53.80
53.40
48.80
73.00
179.35
343.70
38.30
19.75
22
23.00
52.30
51.60
57.80
41.80
46.70
50.55
137.30
177.40
319.70
30.20
26.60
23
19.75
53.40
48.45
56.20
46.35
38.30
39.00
256.40
196.25
235.20
26.30
38.30
24
17.75
55.00
40.75
46.70
61.80
32.70
33.40
397.50
200.75
153.25
24.20
77.45
25
17.00
61.80
33.75
82.85
75.40
29.60
29.90
412.50
167.00
108.95
22.40
54.60
26
16.00
57.00
33.40
73.00
67.00
31.40
32.70
402.50
132.90
88.70
20.90
36.55
27
15.50
46.70
43.90
69.40
60.20
27.50
36.20
401.25
109.40
74.20
19.50
68.60
28
17.00
38.65
71.00
63.00
48.10
23.00
44.60
388.75
101.75
65.80
23.30
63.00
29
15.25
33.05
57.00
47.05
53.80
22.10
39.35
361.60
94.55
60.20
25.10
40.05
30
15.00
31.70
45.30
38.65
47.05
30.20
41.45
327.60
81.50
70.60
31.40
31
33.05
32.35
39.00
80.60
86.90
69.00
38.65
----------
--------------
Total
1795 55
1096 05
1853 70
1753 50
1404 95
1721 30
1800 80
4327 90
4778 45
5605 55
1438 60
1543 45 29119 80 CMSDAY
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.
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.
.
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.
.
Mean
59.85
35.36
61.79
56.56
45.32
57.38
58.09
144.26
154.14
180.82
49.61
49.79
79.56 CMS
Max
170.90
63.00
126.85
95.45
107.60
108.05
140.05
412.50
289.45
364.00
136.20
116.00
412.50 CMS
Min
15.00
14.25
25.40
32.35
19.25
22.10
21.80
34.45
81.50
60.20
19.50
19.75
14.25 CMS
Runoff
155.14
94.70
160.16
151.50
121.39
148.72
155.59
373.93
412.86
484.32
124.30
133.35
2515.95 MCM
416.25 CMS. at 9.97 m. (MSL.) at 19.00 Hours , on Nov 24 , 2011
Runoff Yield
58.59
306.517
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak