Basic HTML Version
817
Location : on right bank at Ban Bong Ti.
Ban
Bong Ti
Amphoe
Sai Yok
Changwat
Kanchanaburi
WATER YEAR : 2014
MAE KLONG RIVER BASIN
Huai Bong Ti at Ban Bong Ti , Kanchanaburi (K.32A)
Lat 14 - 16 - 27 N Long 98 - 56 - 04 E
518
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
25
0.8140
Continued Sediment Station
QS = 1.5000 QW
1.78300
Suspended Sediment , in Tons per Day. Water Year 1 April 2014 to 31 March 2015
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.10
0.20
0.20
0.40
0.40
3.20
3.20
5.20
0.50
0.10
0.00
0.00
2
0.10
0.20
0.50
0.40
0.50
3.60
25.90
6.90
0.60
0.10
0.00
0.00
3
0.10
0.10
0.80
0.40
0.50
2.70
14.10
9.90
0.50
0.10
0.00
0.00
4
0.20
0.10
0.40
0.30
0.80
2.30
4.90
80.40
0.50
0.10
0.00
0.00
5
2.30
0.10
0.40
0.20
2.50
1.80
2.90 170.10
0.50
0.10
0.00
0.00
6
1 00
0 10
0 40
0 20
2 20
1 50
8 00 127 70
0 50
0 10
0 00
0 00
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7
0.70
0.20
0.20
0.20
1.80
1.30
9.90
98.40
0.40
0.10
0.00
0.00
8
0.50
0.70
0.20
0.20
2.50
1.10
14.70
54.20
0.30
0.10
0.00
0.00
9
0.40
0.80
0.20
0.20
3.60
1.00 734.60
40.60
0.30
0.40
0.00
0.00
10
0.30
0.50
0.20
0.40
2.60
0.90 439.30
27.20
0.30
0.40
0.00
0.00
11
0.20
0.40
0.20
0.50
2.00
0.80 164.80
17.40
0.30
0.20
0.00
0.00
12
0.20
0.30
0.20
0.60
1.60
2.00
83.10
9.90
0.30
0.20
0.00
0.00
13
0.20
0.20
0.30
0.50
1.30
1.50
52.20
7.60
0.20
0.20
0.00
0.00
14
0 20
0 20
0 40
0 50
1 00
1 50
29 90
5 50
0 20
0 10
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.80
0.20
0.40
0.60
1.20
1.00
18.40
4.10
0.20
0.10
0.00
0.00
16
0.60
0.20
0.40
0.60
2.50
0.70
10.40
3.40
0.20
0.10
0.00
0.00
17
0.60
0.10
0.40
0.50
6.50
0.60
7.30
2.70
0.20
0.10
0.00
0.00
18
0.60
0.10
0.90
0.50
2.30
0.60
4.90
2.30
0.20
0.10
0.00
0.00
19
0.40
0.20
1.80
0.50
2.10
0.50
3.90
1.80
0.20
0.10
0.00
0.00
20
0.30
0.10
1.20
0.60
1.60
0.40
2.70
1.60
0.10
0.10
0.00
0.00
21
0.40
0.10
0.80
0.60
1.80
0.30
2.20
1.60
0.10
0.10
0.00
0.00
22
0.40
0.10
0.60
0.60
2.10
0.20
2.60
1.40
0.10
0.10
0.00
0.00
23
0.30
0.20
0.60
0.80
1.60
0.20
28.60
1.20
0.10
0.10
0.00
0.00
24
0.20
0.30
0.50
0.70
1.80
0.20
48.20
1.10
0.10
0.10
0.00
0.00
25
0.20
0.20
0.50
0.60
1.80
0.20
34.20
0.80
0.10
0.00
0.00
0.00
26
0.60
0.20
0.50
0.50
1.50
0.30
32.80
0.80
0.10
0.00
0.00
0.00
27
0.40
0.50
0.80
0.50
1.70
0.50
28.60
0.70
0.10
0.00
0.00
0.00
28
0.80
0.90
0.60
0.60
11.00
0.50
15.60
0.80
0.10
0.00
0.00
0.00
29
0.40
0.50
0.50
0.60
3.90
3.40
10.40
0.80
0.10
0.00
0.70
30
0.30
0.40
0.50
0.50
2.50
3.40
8.00
0.60
0.10
0.00
0.20
31
0.30
0.40
2.20
6.90
0.10
0.00
0.30
----------
--------------
Total
13.80
8.70
15.60
14.70
71.40
38.20 1853.20 686.70
7.60
3.30
0.00
1.20 2714.40
Ton
Mean
0.50
0.30
0.50
0.50
2.30
1.30
59.80
22.90
0.20
0.10
0.00
0.00
Max
2.30
0.90
1.80
0.80
11.00
3.60 734.60 170.10
0.60
0.40
0.00
0.70 734.60
Min
0.10
0.10
0.20
0.20
0.40
0.20
2.20
0.60
0.10
0.00
0.00
0.00
0.00
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