Basic HTML Version
877
WATER YEAR : 2013
THALE SAP SONGKHLA
Upper Khlong Tha Nae at Ban Khao Pu , Phatthalung (X.276)
Lat 07 - 42 - 25 N Long 99 - 50 - 29 E
Location : on right bank at the bridge.
Ban
Khao Pu
Amphoe
Si Banphot
Changwat
Phatthalung
47
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2009-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2009-Cont'd
2013
20
0.9115
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 8.9271 QW
1.42930
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
11.60
7.10
8.30
9.60
19.40
7.70
20.70 163.00 376.20
20.70
9.60
4.30
2
11.60
9.60
8.30
8.30 107.40
12.30
11.60 115.60 239.90
15.90
9.60
4.30
3
10.90 105.50
6.50
7.10
57.30
8.90
8.90
50.90 178.10
15.90
8.90
4.30
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
10.90
91.60
11.60
34.00
80.30
10.20
11.60
34.00 376.20
13.00
8.90
3.80
5
10.90
44.40
17.00
35.40
39.90
8.90
25.80
20.70 901.50
13.00
8.90
3.80
6
10.20
28.50
12.30
24.40
29.70
7.10
31.20
24.40 1580.60
13.00
8.30
3.30
7
12.30
18.30
8.90
19.40
25.80
5.90
42.90
14.40 330.00
10.90
8.30
3.30
8
10.90
12.30
6.50
15.20
27.20
7.70
57.30
12.30 190.20
10.90
5.40
3.30
9
13.00
12.30
5.40
11.60
18.30
5.90
64.10
19.40 424.20
10.20
8.30
3.30
10
11.60
13.00
3.30
9.60
18.30
5.40
38.30
12.30 335.70
13.00
7.70
3.00
11
12.30
80.30
12.30
20.70
17.00
7.70
25.80
13.00 296.60
14.40
6.50
3.00
12
15.90
60.60
28.50
15.90
14.40
24.40
21.80 370.30 285.70
12.30
5.40
2.90
13
80.30
47.70
57.30
17.00
11.60
14.40
15.90 448.80 218.60
18.30
4.80
2.90
14
62.40
28.50
69.40
13.00
12.30
11.60
10.90 266.00 136.80
38.30
4.30
2.90
15
53.90
13.70
50.90
10.20
13.00
10.20
8.30 136.80
80.30
95.50
3.80
3.30
16
44.40
19.40
57.30
10.20
12.30
7.10
5.40
62.40
76.60
71.10
7.10
5.90
17
65.90
15.20 186.00
25.80
11.60
4.80
4.30
41.30
69.40
46.00
6.50
5.90
18
55.70
15.20
84.00
18.30
10.90
3.30
78.60 140.30
52.40
35.40
8.90
5.40
19
44.40
53.90
44.40
13.70
10.20
3.00 109.60 1023.80
42.90
35.40
8.30
5.40
20
31 20
34 00
39 90
10 90
9 60
5 90
71 10 992 10
38 30
28 50
8 30
5 40
.
.
.
.
.
.
.
.
.
.
.
.
21
23.20
17.00
34.00
8.90
8.90
5.40
62.40 1961.60
28.50
23.20
7.10
4.80
22
17.00
12.30
34.00
7.70
8.30
4.30
87.80 3255.20
24.40
20.70
7.10
5.40
23
15.20
9.60
25.80
7.70
8.30
3.30 163.00 673.90
18.30
18.30
5.90
4.80
24
13.70
41.30
20.70
36.90
9.60
3.30 151.50 1066.40
15.20
20.70
5.40
4.80
25
11.60
47.70
18.30
24.40
8.30
3.00
0.00 274.90
12.30
28.50
5.90
4.30
26
11.60
35.40
15.90
19.40
8.30
2.60
49.20 210.30
27.20
23.20
5.40
5.90
27
8.90
28.50
15.90
15.20
7.10
3.80 115.60 186.00
36.90
23.20
4.80
6.50
28
8 90
11 60
14 40
13 70
6 50
6 50
73 00 302 10
31 20
19 40
4 80
6 50
.
.
.
.
.
.
.
.
.
.
.
.
29
7.70
11.60
14.40
11.60
8.30
36.90 147.60 313.20
28.50
18.30
7.10
30
7.10
10.20
14.40
8.90
7.10
41.30
64.10 855.90
25.80
15.90
7.10
31
8.90
8.30
5.90
12.30
25.80
15.20
7.10
----------
--------------
Total
705.20 945.20 925.90 493.00 633.10 282.80 1590.60 13061.30 6504.30 758.30 194.20 144.00 26237.90
Ton
Mean
23.50
30.50
30.90
15.90
20.40
9.40
51.30 435.40 209.80
24.50
6.90
4.60
Max
80.30 105.50 186.00
36.90 107.40
41.30 163.00 3255.20 1580.60
95.50
9.60
7.10 3255.20
Min
7.10
7.10
3.30
7.10
5.90
2.60
0.00
12.30
12.30
10.20
3.80
2.90
0.00
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