Basic HTML Version
790
Location : on right bank at KM. 121+600 on Kanchanaburi - Thong Pha Phum Highway.
Ban
Ong Thi
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
WATER YEAR : 2012
MAE KLONG RIVER BASIN
Huai Ong Thi at Ban Ong Thi , Kanchanaburi (K.39)
Lat 14 - 42 - 21 N Long 98 - 40 - 19 E
51
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
29
0.8210
Continued Sediment Station
QS = 2.5850 QW
1.34200
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.10
0.10
0.30
2.10
16.60
2.90
15.10
2.90
1.70
0.90
1.00
0.70
2
0.10
0.10
0.30
1.50
10.40
3.70
18.20
2.90
1.70
0.90
0.80
0.60
3
0.10
0.10
0.30
1.90
12.80
5.30
13.60
2.70
1.50
0.90
0.80
0.60
4
0.10
0.10
5.70
1.70
11.00
8.10
14.30
2.50
1.50
0.90
0.80
0.60
5
0.50
0.30
1.90
2.30
7.50
6.10
12.20
2.50
1.50
0.90
0.80
0.60
6
0 30
0 70
0 90
1 90
7 50
58 70
9 80
2 50
1 50
0 90
0 80
0 60
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.
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7
0.90
0.30
0.50
1.50
7.00
19.80
9.20
2.50
1.70
0.90
0.80
0.60
8
0.40
0.30
2.90
1.40
9.20
19.80
9.20
2.50
1.40
0.90
0.70
0.60
9
0.30
0.20
1.70
1.20
8.70
11.60
12.20
2.50
1.20
0.90
0.70
0.50
10
0.30
0.20
6.60
1.00
9.80
10.40
8.70
2.30
1.20
0.80
0.70
0.50
11
0.20
0.10
1.70
0.90
15.80
9.20
7.50
2.30
1.20
0.80
0.70
0.50
12
0.20
0.10
1.00
0.90
8.70
7.50
9.80
2.10
1.50
0.80
0.70
0.40
13
0.20
0.10
0.90
0.90
8.10
6.60
8.70
2.50
1.40
0.80
0.70
0.40
14
0 20
0 10
0 80
0 90
7 00
6 10
8 70
2 50
1 40
0 80
0 70
0 40
.
.
.
.
.
.
.
.
.
.
.
.
15
0.10
0.10
0.60
0.90
6.60
19.00
7.50
2.30
1.40
0.80
0.70
0.30
16
0.10
0.10
0.90
0.90
5.30
17.40
7.50
2.10
1.20
0.80
0.70
0.50
17
0.10
0.10
4.50
0.80
7.50
12.20
6.10
2.10
1.20
0.80
0.70
0.40
18
0.10
0.20
5.30
1.90
10.40
27.90
5.70
2.10
1.20
0.80
0.70
0.40
19
0.10
0.30
4.10
8.70
7.50
18.20
4.90
1.90
1.20
0.80
0.70
0.40
20
0.10
0.10
2.10
4.10
6.60
15.10
4.90
1.90
1.20
0.80
0.60
0.40
21
0.10
0.20
2.10
3.70
4.50
14.30
4.10
1.90
1.20
0.80
0.60
0.40
22
0.10
0.20
1.70
2.30
4.50
12.20
3.70
1.90
1.20
0.80
0.60
0.30
23
0.10
0.20
1.90
1.90
3.70
11.00
3.70
1.90
1.20
0.80
0.60
0.30
24
0.10
0.20
1.00
2.70
3.30
10.40
4.10
1.90
1.00
0.80
0.60
0.30
25
0.10
0.10
1.20
9.20
3.30
9.80
4.90
1.90
1.00
0.80
0.50
0.30
26
0.10
0.20
1.00
12.80
2.90
14.30
4.10
1.90
1.00
0.80
0.50
0.30
27
0.10
0.10
1.40
7.50
2.90
16.60
3.70
1.70
1.00
0.70
0.50
0.30
28
0.10
0.20
2.10
27.90
3.30
24.70
3.30
1.90
1.00
0.70
0.50
0.30
29
0.10
0.20
1.70
51.20
2.90
30.10
3.30
1.90
1.00
0.70
0.30
30
0.10
0.60
1.90
22.70
2.70
21.60
2.90
1.90
1.00
0.70
0.20
31
0.50
12.20
2.90
2.90
1.00
0.80
0.20
----------
--------------
Total
5.50
6.40
59.00 191.50 220.90 450.60 234.50
66.40
39.40
25.30
19.20
13.20 1331.90
Ton
Mean
0.20
0.20
2.00
6.20
7.10
15.00
7.60
2.20
1.30
0.80
0.70
0.40
Max
0.90
0.70
6.60
51.20
16.60
58.70
18.20
2.90
1.70
0.90
1.00
0.70
58.70
Min
0.10
0.10
0.30
0.80
2.70
2.90
2.90
1.70
1.00
0.70
0.50
0.20
0.10
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