Basic HTML Version
701
1200
1400
1600
1800
Flow ? CMS
Flow of Trang River (X.228)
at Ban Klang
Water Year 2011
600
800
1000
0
200
400
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
1594.50
49.40
28.00
19.70
142.00
229.80
141.40
148.60
298.40
66.40
92.10
21.70
2
1162.20
45.80
35.80
18.80
105.50
164.80
134.00
137.80
263.00
160.00
120.50
20.20
3
820.50
38.60
37.80
18.30
85.70
107.50
153.40
108.50
205.80
247.30
140.80
19.30
4
624.80
54.60
36.70
20.50
65.50
104.60
169.60
81.70
181.10
284.60
115.50
20.50
5
529.00
66.00
32.50
18.30
46.60
117.00
178.30
68.70
153.40
307.60
82.60
42.60
6
424.80
59.00
42.20
16.70
36.10
84.80
208.20
62.80
129.00
319.60
63.70
83.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
343.60
41.00
37.80
16.00
31.60
62.30
239.60
66.00
109.50
321.20
55.80
73.60
8
306.50
37.40
30.10
14.30
28.00
54.60
238.70
58.60
86.20
292.70
50.60
54.20
9
271.00
34.90
26.50
13.50
25.00
50.20
203.40
60.20
70.50
221.80
48.20
82.10
10
244.40
34.30
27.10
13.00
23.50
54.20
166.60
57.80
64.10
140.20
42.20
117.50
11
220.20
43.80
25.90
13.00
23.00
151.60
125.50
51.80
65.50
96.60
38.20
120.50
12
198.00
43.40
25.60
17.20
27.40
286.90
130.00
51.40
64.10
79.40
36.40
76.70
13
181.10
39.00
26.20
24.20
31.60
407.40
152.80
78.50
63.70
79.40
34.00
43.00
14
164.80
36.10
26.50
31.90
30.70
413.20
139.60
57.40
57.80
80.80
32.50
32.80
15
152 20
31 90
26 50
64 10
39 00
372 00
109 00
47 00
50 20
112 00
31 00
28 00
.
.
.
.
.
.
.
.
.
.
.
.
16
141.40
29.50
28.60
107.50
59.80
312.20
86.60
40.60
70.50
167.20
30.70
25.30
17
127.50
28.90
30.40
101.10
60.20
230.60
75.90
36.70
152.80
211.40
29.20
23.50
18
118.00
56.20
28.90
61.40
50.60
162.40
79.40
34.00
181.80
246.30
28.60
33.40
19
105.50
86.60
25.60
35.20
41.00
119.50
64.10
32.20
172.70
284.60
28.60
51.80
20
94.80
73.60
24.70
29.20
36.70
204.20
56.20
31.30
143.80
315.70
47.40
59.80
21
83.00
57.40
24.00
24.50
48.20
277.70
55.00
31.90
102.90
337.20
45.80
69.60
22
62.30
55.80
21.50
21.70
76.30
270.00
54.20
112.00
79.40
326.00
32.80
35.80
23
53.00
60.20
20.00
22.20
96.60
217.00
54.20
195.00
66.40
304.20
27.70
26.50
24
49.00
44.60
18.80
26.50
90.70
167.80
49.40
262.00
62.80
261.00
25.30
23.00
25
45.00
35.50
20.20
54.20
94.30
110.00
45.80
340.40
75.00
191.20
24.70
21.70
26
43.40
31.30
20.70
64.60
96.10
89.40
45.40
366.00
116.00
146.80
23.20
24.20
27
41.80
30.70
18.50
72.30
121.00
97.00
78.50
360.00
134.00
83.50
22.20
37.40
28
40.60
28.60
18.30
75.40
192.00
101.10
99.70
352.00
128.00
68.20
21.70
34.00
29
38.20
26.20
18.80
76.70
221.80
141.40
96.60
342.00
102.90
59.40
20.70
30.10
30
37.00
25.00
19.30
111.00
255.00
164.80
97.50
327.60
79.00
56.20
39.00
31
24.70
148.60
268.00
130.50
64.60
59.80
48.20
----------
--------------
Total
8318 10
1350 00
803 50
1351 60
2549 50
5326 00
3659 10
4000 50
3594 90
5928 30
1392 70
1419 50 39693 70 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
277.30
43.50
26.80
43.60
82.20
177.50
118.00
133.40
116.00
191.20
48.00
45.80
108.50 CMS
Max
1594.50
86.60
42.20
148.60
268.00
413.20
239.60
366.00
298.40
337.20
140.80
120.50
1594.50 CMS
Min
37.00
24.70
18.30
13.00
23.00
50.20
45.40
31.30
50.20
56.20
20.70
19.30
13.00 CMS
Runoff
718.68
116.64
69.42
116.78
220.28
460.17
316.15
345.64
310.60
512.21
120.33
122.64
3429.54 MCM
1782.00 CMS. at 11.18 m. (MSL.) at 01.00 Hours , on Apr 1 , 2011
Runoff Yield
78.93
1296.943
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak