Basic HTML Version
840
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Ong Thi at Ban Ong Thi , Kanchanaburi (K.39)
Lat 14 - 42 - 21 N Long 98 - 40 - 19 E
Location : on right bank at KM. 121+600 on Kanchanaburi - Thong Pha Phum Highway.
Ban
Ong Thi
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
51
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Drainge Area
Instrument Used
Actual Measurement
1998-Cont'd
2013
22
0.8830
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.0070 QW
1.54900
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.10
0.10
0.10
0.30
16.80
2.30
5.90
3.20
1.20
0.80
0.60
0.30
2
0.10
0.10
0.20
0.30
11.90
2.30
6.80
3.00
1.00
0.80
0.60
0.30
3
0.10
0.10
0.10
0.30
11.10
4.60
23.70
2.70
1.00
0.70
0.60
0.30
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.10
0.10
0.10
0.20
7.30
3.00
14.20
2.50
1.00
0.70
0.60
0.30
5
0.10
0.10
0.20
0.20
5.40
21.60
9.00
2.50
1.00
0.70
0.60
0.30
6
0.00
0.10
0.30
0.20
4.60
3.80
11.90
2.50
0.90
0.70
0.60
0.30
7
0.00
0.10
0.20
0.40
3.80
2.30
8.30
2.30
0.90
0.70
0.60
0.30
8
0.10
0.10
0.20
1.30
3.80
2.30
8.30
3.20
0.90
0.70
0.60
0.30
9
0.10
0.10
0.20
1.40
3.20
11.10
5.90
2.70
0.90
0.70
0.60
0.20
10
0.10
0.10
0.20
0.90
2.70
31.80
5.40
2.50
0.90
0.70
0.60
0.20
11
0.10
0.10
0.20
0.70
2.70
5.00
5.00
2.30
0.80
0.70
0.60
0.20
12
0.10
0.00
0.20
0.40
9.70
15.00
4.60
2.30
0.80
0.70
0.60
0.20
13
0.10
0.10
0.70
0.40
3.80
7.30
5.40
2.00
0.80
0.70
0.60
0.20
14
0.10
0.10
0.20
0.70
3.50
5.40
5.40
1.80
0.80
0.70
0.50
0.20
15
0.10
0.10
0.20
0.40
4.20
5.40
5.00
2.00
0.80
0.70
0.50
0.20
16
0.10
0.10
0.20
0.80
4.60
14.20
4.20
1.80
0.80
0.70
0.50
0.20
17
0.10
0.10
0.20
0.60
3.00
13.40
7.30
1.80
0.80
0.70
0.40
0.20
18
0.10
0.10
0.20
0.60
3.00
11.90
41.30
1.80
0.70
0.70
0.40
0.20
19
0.10
0.10
0.30
0.60
2.50
12.60
15.00
1.80
0.70
0.70
0.40
0.50
20
0 10
0 10
0 40
0 70
3 00
24 70
9 70
1 60
0 70
0 70
0 40
0 30
.
.
.
.
.
.
.
.
.
.
.
.
21
0.10
0.10
0.60
0.60
6.30
50.90
9.00
1.60
0.70
0.70
0.40
0.20
22
0.10
0.10
0.90
0.40
9.00
20.60
8.30
1.40
0.70
0.70
0.40
0.20
23
0.10
0.10
0.40
0.40
10.40
17.70
6.30
1.40
0.70
0.60
0.40
0.20
24
0.10
0.20
2.50
0.50
8.30
12.60
5.90
1.40
0.70
0.60
0.40
0.20
25
0.10
0.10
0.70
3.50
6.80
11.90
5.90
1.30
0.60
0.60
0.40
0.30
26
0.10
0.10
1.20
1.80
5.00
10.40
5.40
1.30
0.60
0.60
0.30
0.30
27
0.10
0.10
0.80
5.40
5.00
11.10
4.60
1.30
0.60
0.60
0.30
0.30
28
0 10
0 10
0 40
41 30
3 00
9 00
4 60
1 30
0 60
0 60
0 30
0 30
.
.
.
.
.
.
.
.
.
.
.
.
29
0.10
0.10
0.30
35.60
3.00
7.30
4.20
1.30
0.60
0.60
0.30
30
0.10
0.10
0.30 236.70
2.70
6.30
4.20
1.20
0.60
0.60
0.20
31
0.10
28.10
2.70
3.50
0.60
0.60
0.20
----------
--------------
Total
2.80
3.10
12.70 365.70 172.80 357.80 264.20
59.80
24.40
21.00
13.80
7.90 1306.00
Ton
Mean
0.10
0.10
0.40
11.80
5.60
11.90
8.50
2.00
0.80
0.70
0.50
0.30
Max
0.10
0.20
2.50 236.70
16.80
50.90
41.30
3.20
1.20
0.80
0.60
0.50 236.70
Min
0.00
0.00
0.10
0.20
2.50
2.30
3.50
1.20
0.60
0.60
0.30
0.20
0.00
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