Basic HTML Version
822
Location : on right bank at the bridge on road.
Ban
Kui Mang
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
WATER YEAR : 2014
MAE KLONG RIVER BASIN
Huai Kui Mang at Ban Kui Mang , Kanchanaburi (K.60)
Lat 14 - 37 - 32 N Long 98 - 43 - 50 E
128
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2002-Cont'd
Actual Measurement
2002-Cont'd
2002-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
349
0.8130
Continued Sediment Station
QS = 3.9880 QW
1.38100
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
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-----------------
1
1.10
0.80
2.40
1.00
5.40
3.80
8.70
3.80
1.50
0.60
0.20
0.00
2
1.10
0.80
2.20
1.00
4.60
3.80
19.20
3.80
1.30
0.60
0.20
0.00
3
1.10
0.80
1.50
0.90
14.10
14.80
25.20
4.60
1.30
0.60
0.20
0.00
4
1.10
0.80
1.10
0.90
31.00
8.20
14.80
4.20
1.30
0.60
0.10
0.00
5
1.50
0.80
1.10
0.90
11.60
7.60
9.80
4.20
1.10
0.60
0.10
0.00
6
1 70
0 80
1 10
0 90
7 60
5 40
6 30
3 80
1 10
0 60
0 10
0 00
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7
1.70
1.10
1.00
0.90
9.30
5.00
6.30
3.40
1.10
0.60
0.10
0.00
8
1.50
1.00
1.00
1.10
15.50
4.60
5.90
3.40
1.10
0.60
0.10
0.00
9
1.50
0.90
1.00
2.70
21.60
4.60
5.90
3.20
1.10
0.60
0.10
0.10
10
1.30
0.80
1.00
3.80
13.40
8.70
5.40
3.20
1.00
0.80
0.10
0.10
11
1.30
0.80
1.10
6.70
7.20
14.80
5.40
2.90
1.00
0.80
0.00
0.00
12
1.30
0.80
1.10
4.60
16.90
11.60
5.00
2.90
1.00
0.80
0.00
0.00
13
2.40
0.60
1.10
3.80
9.80
10.40
5.00
2.90
1.00
0.80
0.00
0.00
14
2 20
0 60
1 10
3 20
6 70
8 20
4 60
2 70
0 90
0 80
0 00
0 00
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.
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15
6.70
0.50
1.10
2.90
7.60
7.60
4.60
2.70
0.90
0.80
0.00
0.00
16
3.20
0.50
1.10
5.00
7.60
7.20
4.20
2.40
0.90
0.60
0.00
0.00
17
1.70
0.50
3.20
4.20
7.20
6.70
3.80
2.40
0.90
0.60
0.00
0.00
18
1.50
0.50
2.90
3.40
6.30
6.70
4.60
2.40
0.90
0.60
0.00
0.00
19
1.50
0.50
2.40
3.40
5.00
5.90
4.20
2.40
0.90
0.50
0.00
0.00
20
1.30
0.50
1.70
5.00
4.60
5.40
4.20
2.40
0.90
0.50
0.00
0.00
21
1.30
0.40
1.50
4.20
5.40
5.40
5.40
2.20
0.90
0.50
0.00
0.00
22
1.10
0.40
1.10
3.80
7.20
5.00
5.00
2.20
0.90
0.40
0.00
0.10
23
1.10
0.40
1.10
3.80
4.60
5.40
4.60
2.20
0.90
0.40
0.00
0.10
24
1.10
0.40
1.10
3.80
4.20
5.90
4.60
2.20
0.80
0.40
0.00
0.00
25
1.30
0.40
1.10
5.00
3.80
6.30
4.20
2.20
0.80
0.30
0.00
0.00
26
1.00
0.40
1.10
3.40
3.40
6.30
4.20
2.00
0.80
0.30
0.00
0.00
27
0.90
0.30
2.00
8.20
3.40
5.90
3.80
2.00
0.80
0.30
0.00
0.00
28
0.90
0.30
1.70
9.30
3.40
5.40
3.40
2.00
0.80
0.20
0.00
0.00
29
0.90
0.30
1.50
7.20
3.40
5.00
3.40
1.70
0.80
0.20
0.00
30
0.90
0.30
1.50
5.00
3.40
5.00
4.20
1.70
0.80
0.20
0.00
31
0.30
5.90
3.40
4.60
0.80
0.20
0.00
----------
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Total
47.20
18.30
43.90 115.90 258.60 206.60 200.50
84.10
30.30
16.40
1.30
0.40 1023.50
Ton
Mean
1.60
0.60
1.50
3.70
8.30
6.90
6.50
2.80
1.00
0.50
0.00
0.00
Max
6.70
1.10
3.20
9.30
31.00
14.80
25.20
4.60
1.50
0.80
0.20
0.10
31.00
Min
0.90
0.30
1.00
0.90
3.40
3.80
3.40
1.70
0.80
0.20
0.00
0.00
0.00
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