695
200
250
300
Flow ‐ CMS
Flow of Trang River (X.56)
at Ban Tha Pradu
Water Year 2014
100
150
0
50
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
2.56
11.81
10.69
11.81
7.37
17.25
164.75
244.75
40.31
114.75
10.50
3.50
2
2.56
23.75
8.25
9.56
8.44
13.87
170.25
218.75
36.25
92.63
10.12
3.30
3
2.74
22.25
8.25
8.44
6.62
17.00
160.36
167.75
37.00
66.56
9.75
2.74
4
3.20
21.25
9.75
7.25
6.00
16.50
193.25
129.63
65.31
52.81
9.37
2.48
5
4.00
18.50
24.00
6.87
5.88
12.94
212.25
116.94
55.94
44.37
9.00
2.13
6
4.50
16.25
42.81
7.50
6.25
11.06
219.25
85.50
37.00
46.56
6.87
2.13
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
4.30
13.50
40.31
7.69
9.75
9.94
226.75
96.38
35.50
55.31
6.75
2.04
8
3.60
11.81
30.75
6.87
9.94
9.19
235.75
130.50
32.75
52.19
6.37
1.95
9
3.30
10.50
20.75
6.50
7.69
9.56
235.75
179.25
29.50
62.19
5.88
1.95
10
3.60
8.81
12.00
6.25
8.25
15.75
216.25
225.75
27.00
59.06
5.63
1.95
11
5.38
11.06
7.12
5.88
8.62
22.25
169.25
248.75
24.50
47.81
5.63
1.86
12
5.88
10.69
6.62
5.50
11.25
19.75
118.25
250.75
23.50
38.50
5.38
1.95
13
6.13
10.69
7.00
7.69
7.37
17.00
126.13
235.25
21.75
33.50
5.00
1.95
14
4.80
11.44
7.50
15.50
6.25
33.25
132.69
195.25
22.75
30.25
4.80
2.91
15
4 70
11 25
7 50
23 25
6 13
76 13
106 00
148 00
60 00
28 75
4 60
3 60
.
.
.
.
.
.
.
.
.
.
.
.
16
6.13
10.87
8.44
31.50
6.62
113.44
108.19
133.56
80.63
26.50
4.40
3.60
17
10.87
8.25
18.75
28.50
21.00
111.69
97.69
116.50
58.44
23.25
4.40
3.50
18
55.94
7.69
26.50
17.50
18.00
97.69
73.13
84.00
43.12
21.25
4.40
3.30
19
106.00
8.62
15.75
13.31
16.00
75.00
70.31
75.37
48.13
20.75
4.30
3.30
20
62.19
9.00
12.94
9.94
12.75
76.50
107.75
134.44
48.44
19.75
4.10
2.91
21
23.75
11.44
11.06
7.87
11.81
61.56
97.25
179.75
40.31
18.75
4.10
3.00
22
23.75
10.69
9.56
6.87
11.44
44.37
69.06
176.25
54.38
17.75
3.80
3.00
23
28.75
9.75
8.44
6.50
10.87
37.50
57.50
149.75
92.25
16.75
3.80
2.83
24
11.44
11.62
7.00
6.25
41.87
47.81
64.69
116.50
83.25
15.50
3.60
2.74
25
8.44
11.81
8.25
8.81
59.69
72.00
163.29
87.00
67.81
14.63
3.60
2.74
26
7.87
10.87
7.50
12.37
62.50
44.37
196.75
72.00
88.13
14.06
3.50
2.56
27
20.25
10.31
7.50
17.25
50.00
27.75
193.25
67.19
139.25
13.31
3.50
2.48
28
10.87
9.94
7.12
21.75
39.00
29.75
191.25
61.56
164.75
12.56
3.50
2.30
29
18.00
11.06
6.75
11.25
33.25
51.56
208.25
55.31
150.19
12.00
2.39
30
11.62
17.50
9.00
8.25
29.75
106.00
236.75
48.44
123.94
11.44
2.39
31
19.75
7.25
21.75
246.25
114.75
11.06
2.39
----------
--------------
Total
467 12
392 73
407 86
351 73
562 11
1298 43
4868 29
4230 82
1946 83
1094 55
156 65
81 87 15858 99 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
15.57
12.67
13.60
11.35
18.13
43.28
157.04
141.03
62.80
35.31
5.59
2.64
43.45 CMS
Max
106.00
23.75
42.81
31.50
62.50
113.44
246.25
250.75
164.75
114.75
10.50
3.60
250.75 CMS
Min
2.56
7.69
6.62
5.50
5.88
9.19
57.50
48.44
21.75
11.06
3.50
1.86
1.86 CMS
Runoff
40.36
33.93
35.24
30.39
48.57
112.18
420.62
365.54
168.21
94.57
13.54
7.07
1370.22 MCM
252.25 CMS. at 13.75 m. (MSL.) at 24.00 Hours , on Nov 11 , 2014
Runoff Yield
24.13
140.061
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak