Basic HTML Version
824
Location : on right bank at the bridge on road.
Ban
Si Mong Khon
Amphoe
Sai Yok
Changwat
Kanchanaburi
WATER YEAR : 2011
MAE KLONG RIVER BASIN
Huai Mae Kraban at Ban Si Mong Khon , Kanchanaburi (K.53)
Lat 14 - 01 - 38 N Long 99 - 13 - 23 E
308
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
1998-2011
Drainge Area
Using Rating Curve Water Year
Instrument Used
188
0.9171
Continued Sediment Station
QS = 8.5646 QW
1.59030
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
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-----------------
1
1.00
20.90
2.60
0.80
2.80
1.40
0.50
0.50
0.30
0.20
0.10
0.00
2
0.70
10.70
2.10
0.80
15.50
1.80
0.50
0.40
0.30
0.20
0.10
0.00
3
0.60
4.90
3.80
0.70
7.20
2.30
0.40
0.30
0.30
0.20
0.10
0.00
4
0.50
2.80
31.80
1.00
3.80
2.30
0.40
0.30
0.30
0.20
0.10
0.00
5
0.60
3.80
14.10
2.80
2.60
1.80
0.60
0.30
0.30
0.20
0.10
0.00
6
0 50
33 30
4 90
3 80
1 80
0 80
18 10
0 30
0 30
0 20
0 10
0 00
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7
0.50
5.40
3.30
1.80
1.40
0.70 195.60
0.30
0.30
0.20
0.10
0.00
8
0.50
3.80
2.60
1.00
1.60
0.70 2163.40
0.30
0.30
0.20
0.10
0.00
9
0.40
2.80
2.30
0.70
1.20
0.70 620.60
0.30
0.30
0.20
0.10
0.00
10
0.50
2.60
1.80
0.60
1.40
0.70 280.00
0.30
0.30
0.20
0.10
0.00
11
0.70
2.30
1.60
0.60
1.60
3.30 215.50
0.30
0.30
0.20
0.10
0.00
12
0.60
2.10
1.40
0.60
1.60 141.80 127.00
0.30
0.30
0.10
0.10
0.00
13
0.50
1.80
1.20
0.50
1.20
28.50
60.00
0.30
0.30
0.10
0.10
0.00
14
0 40
1 80
1 20
0 50
1 20
9 70
82 30
0 30
0 30
0 10
0 10
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.40
1.80
1.00
0.50
0.80
4.90
82.30
0.30
0.30
0.10
0.10
0.00
16
0.40
3.80
1.20
0.50
0.80
2.60
78.30
0.30
0.30
0.10
0.10
0.00
17
0.40
5.40
1.00
0.50
0.80
1.80
74.30
0.30
0.30
0.10
0.10
0.00
18
0.30
4.90
1.20
0.50
0.80
1.20
54.50
0.30
0.30
0.10
0.10
0.00
19
0.30
4.30
1.00
0.50
0.70
0.80
36.80
0.30
0.30
0.10
0.00
0.00
20
0.30
3.30
0.80
0.50
0.70
0.80
25.40
0.30
0.30
0.10
0.00
0.00
21
0.30
2.60
0.80
0.60
0.60
0.70
18.10
0.30
0.30
0.10
0.00
0.00
22
0.30
2.30
0.80
0.70
0.60
0.70
11.90
0.30
0.30
0.10
0.00
0.00
23
2.10
1.80
0.70
0.70
0.60
0.70
7.90
0.30
0.20
0.10
0.00
0.00
24 170.10
1.80
0.70
0.80
0.60
0.80
7.20
0.30
0.20
0.10
0.00
0.00
25 122.20
1.60
0.60
0.70
0.50
0.70
4.90
0.30
0.20
0.10
0.00
0.00
26
36.80
1.80
0.60
0.80
0.50
0.70
2.60
0.30
0.20
0.10
0.00
0.00
27
10.70
2.10
1.00
0.80
0.50
0.60
1.20
0.30
0.20
0.10
0.00
0.00
28
35.20
1.80
1.40
0.70
0.60
0.60
1.00
0.30
0.20
0.10
0.00
0.00
29 280.00
1.40
1.00
0.60
18.10
0.50
0.80
0.30
0.20
0.10
0.00
0.00
30
36.80
1.60
0.80
0.60
3.30
0.50
0.70
0.30
0.20
0.10
0.40
31
2.10
0.60
2.10
0.60
0.20
0.10
0.00
----------
--------------
Total
704.60 143.40
89.30
26.80
77.50 215.10 4173.40
9.30
8.40
4.20
1.80
0.40 5454.20
Ton
Mean
23.50
4.60
3.00
0.90
2.50
7.20 134.60
0.30
0.30
0.10
0.10
0.00
Max
280.00
33.30
31.80
3.80
18.10 141.80 2163.40
0.50
0.30
0.20
0.10
0.40 2163.40
Min
0.30
1.40
0.60
0.50
0.50
0.50
0.40
0.30
0.20
0.10
0.00
0.00
0.00
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