685
300
350
400
450
Flow ‐ CMS
Flow of Lower Trang River (X.234)
at Ban Pa Mak
Water Year 2012
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
35.16
33.72
87.96
41.60
45.40
130.80
175.20
48.20
131.40
212.80
39.50
30.12
2
47.80
39.48
12.81
46.60
46.20
31.18
133.20
47.40
108.00
235.20
36.70
35.88
3
40.90
49.56
15.00
49.80
45.80
32.28
104.66
40.20
41.20
243.20
33.55
47.40
4
35.16
44.52
17.88
45.96
46.20
46.68
71.26
22.92
14.28
245.60
28.65
39.15
5
116.40
40.92
21.16
24.36
44.60
48.20
19.49
22.92
35.16
237.60
24.80
31.80
6
157.00
29.40
126.60
20.04
42.65
50.20
21.16
23.64
50.28
214.40
24.80
26.20
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
168.90
29.40
186.50
25.08
38.80
34.44
56.23
39.48
45.40
173.80
27.60
25.15
8
142.20
31.56
247.20
59.57
34.60
20.76
71.26
48.12
42.65
129.00
31.80
27.95
9
64.58
28.68
331.50
127.20
30.75
30.84
46.21
47.40
40.90
77.94
35.30
32.15
10
24.36
29.40
401.00
146.60
26.20
47.00
15.72
48.84
41.95
32.85
37.40
35.65
11
38.04
40.92
407.00
136.20
21.70
39.85
25.08
46.68
49.40
7.80
38.80
37.75
12
43.80
50.20
390.10
109.20
20.20
42.36
32.85
11.40
29.40
12.12
39.85
38.45
13
50.20
43.80
362.55
41.20
22.00
81.28
99.65
109.20
18.60
36.19
40.55
36.35
14
47.00
38.45
322.50
21.48
26.20
149.85
118.20
120.00
34.44
36.19
39.50
33.55
15
45 24
36 00
280 30
38 04
29 70
184 30
123 00
91 30
36 60
15 00
37 75
31 10
.
.
.
.
.
.
.
.
.
.
.
.
16
34.44
37.40
221.60
45.24
32.15
197.00
118.80
12.81
59.57
31.56
33.20
30.05
17
35.88
39.15
155.05
51.00
36.00
188.75
101.32
25.80
126.60
44.52
28.30
25.15
18
38.76
45.00
104.66
49.40
38.80
161.90
64.58
36.60
126.60
49.40
22.35
24.45
19
39.48
46.60
31.18
49.40
40.90
125.40
41.20
27.96
82.95
44.20
18.40
21.10
20
23.64
44.60
13.56
49.56
44.60
61.24
9.24
8.52
8.52
39.50
16.60
17.80
21
12.81
42.30
23.64
43.08
44.60
11.40
17.88
7.80
21.48
37.40
18.10
13.60
22
118.20
41.95
31.56
47.40
41.95
9.24
21.48
20.04
15.00
37.40
21.40
13.30
23
130.80
41.95
36.60
50.20
39.15
39.53
20.76
32.28
41.20
38.10
23.75
16.00
24
94.64
41.25
42.36
47.80
38.10
9.47
23.64
40.92
126.60
39.50
27.95
20.50
25
12.81
45.00
49.56
49.80
49.56
15.72
22.20
33.72
166.80
41.25
36.00
19.30
26
27.96
39.48
48.20
28.68
18.60
31.18
12.12
30.12
185.75
41.95
41.64
29.00
27
32.28
12.12
44.20
31.56
31.18
132.60
20.04
11.40
194.00
42.65
24.36
29.00
28
12.84
106.33
40.90
43.40
121.20
171.70
34.44
14.48
193.25
41.95
27.96
28.30
29
14.28
152.45
38.80
38.45
170.30
191.00
43.80
108.60
163.30
41.95
28.65
30
35.16
155.70
39.15
40.90
188.00
194.75
49.56
129.00
123.00
41.25
28.30
31
139.80
43.40
174.50
49.40
165.40
40.90
26.55
----------
--------------
Total
1720 72
1597 09
4131 08
1642 20
1630 59
2510 90
1763 63
1307 75
2519 68
2563 17
856 56
879 70 23123 07 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
57.36
51.52
137.70
52.97
52.60
83.70
56.89
43.59
81.28
82.68
30.59
28.38
63.35 CMS
Max
168.90
155.70
407.00
146.60
188.00
197.00
175.20
129.00
194.00
245.60
41.64
47.40
407.00 CMS
Min
12.81
12.12
12.81
20.04
18.60
9.24
9.24
7.80
8.52
7.80
16.60
13.30
7.80 CMS
Runoff
148.67
137.99
356.93
141.89
140.88
216.94
152.38
112.99
217.70
221.46
74.01
76.01
1997.83 MCM
411.00 CMS. at 6.19 m. (MSL.) at 05.00 Hours , on Jun 11 , 2012
Runoff Yield
22.56
146.343
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak