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860
Location : on right bank at the bridge.
Ban
Khao Pu
Amphoe
Si Banphot
Changwat
Phatthalung
WATER YEAR : 2011
THALE SAP SONGKHLA
Upper Khlong Tha Nae at Ban Khao Pu , Phatthalung (X.276)
Lat 07 - 42 - 25 N Long 99 - 50 - 29 E
47
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2009-Cont'd
Actual Measurement
2009-Cont'd
2011
Drainge Area
Using Rating Curve Water Year
Instrument Used
26
0.9383
Continued Sediment Station
QS = 8.9528 QW
1.53830
Suspended Sediment , in Tons per Day. Water Year 1 April 2011 to 31 March 2012
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1 485.00
9.90
1.40
0.60
2.50
8.70 149.30 1994.90
61.80 1788.80 291.80
3.10
2 553.50
8.70
2.20
0.50
2.60
7.60
50.30 153.40
47.50 922.40 279.30
2.80
3 427.80
8.30
2.30
0.70
2.50
5.80
77.30
87.10
37.10 364.10 153.40
3.10
4 243.40
9.90
1.60
0.60
2.30
8.00
28.20
55.90
50.30 208.50
83.80
2.90
5 170.80
8.70
1.60
0.60
2.20
7.40
32.20 485.00
32.20 132.70
47.50
6.60
6 136 60
8 00
1 30
0 50
1 90
5 80
25 60
47 50
34 60
90 50
28 20
6 40
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.
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7 124.30
7.40
1.10
0.50
1.80
6.00
19.30
29.50
42.20
67.80
20.60
5.20
8
97.70
8.00
1.10
0.50
1.80
4.60
17.00
26.80
23.10
53.10
15.90
6.40
9
83.80
7.40
1.40
0.40
1.80
3.80
13.90
23.10
23.10
44.80
11.90
12.80
10
74.10
7.40
0.90
0.40
1.60
4.60
10.80
19.30
47.50
44.80
9.90
21.70
11
64.80
7.00
1.20
0.40
1.80
64.80
15.90
28.20
50.30
28.20
8.30
10.80
12
53.10
7.60
1.20
1.60
2.20 197.40
9.90
20.60
58.80 175.90
7.60
8.00
13
44.80
8.00
1.30
0.80
1.80
67.80
9.00
18.10
39.60 267.00
7.00
6.40
14
42 20
7 40
2 50
1 20
2 90
13 90
12 80
21 70
29 50 1326 40
6 60
5 80
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.
.
.
.
.
.
.
.
.
.
.
15
34.60
6.60
2.30
5.20
2.20
15.90
8.70
32.20
77.30 776.80
6.40
5.80
16
31.00
17.00
1.30
0.80
2.00
13.90
8.00
26.80 1824.10 254.90
6.00
5.50
17
28.20
9.00
2.00
0.80
2.40
12.80
7.60
21.70 571.00 144.90
5.80
5.20
18
28.20
7.40
1.40
0.60
2.20
9.90
7.40
44.80 254.90 197.40
5.20
4.90
19
29.50
6.40
1.10
0.50
1.90
8.30
12.80
23.10 153.40 175.90
4.90
4.60
20
25.60
5.50
1.00
0.40
2.00
19.30
12.80
17.00 105.20 991.60
4.60
4.40
21
23.10
5.50
1.00
0.40
7.00
18.10
8.30 5265.90
67.80 887.80
5.80
3.80
22
21.70
5.20
0.80
0.40
34.60
12.80
13.90 625.00 105.20 237.30
5.50
4.40
23
19.30
4.60
0.80
0.50
19.30
8.70
9.90 747.50
50.30 149.30
5.20
4.10
24
17.00
4.10
0.70
0.50
9.00
8.00
25.60 820.60
58.80
87.10
4.90
3.80
25
15.90
3.80
0.70
0.50
6.60
7.00
14.90 709.00 208.50
67.80
4.60
3.60
26
14.90
3.60
0.70
0.50
9.00
10.80 108.80 254.90 273.40
55.90
4.40
3.30
27
14.90
6.40
0.70
0.50
74.10
18.10
42.20 203.10 162.00
44.80
3.80
4.10
28
13.90
4.60
0.60
2.50
47.50
19.30
32.20 153.40 120.50
31.00
6.00
3.10
29
12.80
3.80
0.60
4.40
29.50
64.80 175.90
87.10
67.80
23.10
6.00
3.10
30
12.80
3.80
0.60
3.60
21.70
29.50 634.10
61.80
55.90
25.60
2.90
31
3.60
3.10
18.10
709.00
384.40 3389.10
4.90
----------
--------------
Total
2945.30 214.60
37.40
34.50 318.80 683.40 2303.60 12105.00 5118.10 13055.30 1050.90 173.50 38040.40
Ton
Mean
98.20
6.90
1.20
1.10
10.30
22.80
74.30 403.50 165.10 421.10
36.20
5.60
Max
553.50
17.00
2.50
5.20
74.10 197.40 709.00 5265.90 1824.10 3389.10 291.80
21.70 5265.90
Min
12.80
3.60
0.60
0.40
1.60
3.80
7.40
17.00
23.10
23.10
3.80
2.80
0.40
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