Basic HTML Version
821
Location : on right bank at the bridge on road.
Ban
Si Mong Khon
Amphoe
Sai Yok
Changwat
Kanchanaburi
WATER YEAR : 2014
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
1998-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
238
0.8830
Continued Sediment Station
QS = 7.1670 QW
1.55600
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
0.30
0.30
1.20
0.70
0.70
1.00
9.50
31.70
2.20
1.00
0.20
0.10
2
0.30
0.30
1.20
0.70
0.70
1.00
41.70
28.00
2.80
1.00
0.20
0.10
3
1.60
0.30
1.00
0.70
0.70
2.20
13.50 214.30
2.40
0.90
0.20
0.10
4
1.00
0.30
1.20
0.70
0.70
2.00
7.20 885.50
2.20
0.70
0.20
0.10
5
0.60
0.30
7.70
0.70
0.70
1.60
5.10 377.70
2.20
0.70
0.20
0.10
6
0 60
8 30
6 60
0 70
0 70
1 40
9 50 214 30
2 20
0 70
0 20
0 10
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7
0.60 299.90
2.40
0.70
0.90
1.20
62.00 152.00
2.00
0.60
0.20
0.10
8
0.50
19.50
1.80
0.70
0.70
1.60 306.70 143.40
2.20
0.50
0.10
0.10
9
0.60
9.50
1.40
0.70
0.70
1.60 764.00
86.60
2.20
1.20
0.20
0.10
10
0.60
6.60
1.40
0.70
0.70
1.80 293.10
72.10
2.00
1.40
0.10
0.10
11
1.20
4.60
1.20
0.70
0.70
2.40 147.70
48.10
2.00
1.00
0.10
0.10
12
10.10
3.70
1.20
0.70
0.70
2.80
69.30
35.60
2.00
1.00
0.10
0.10
13
2.80
2.80
1.20
0.70
0.70
1.60
39.60
28.00
1.80
1.00
0.10
0.10
14
1 20
2 40
1 20
0 70
0 70
1 40
29 80
22 10
1 80
0 90
0 10
0 10
.
.
.
.
.
.
.
.
.
.
.
.
15
0.90
2.00
1.20
0.70
4.10
2.00
23.40
17.00
1.60
0.70
0.10
0.10
16
0.70
2.00
1.00
0.70
2.80
2.20
15.80
13.50
1.60
0.60
0.10
0.10
17
0.60
2.00
1.00
0.70
1.00
1.40
12.80
11.40
1.60
0.60
0.10
0.10
18
0.60
1.80
1.00
0.70
0.90
1.00
10.80
9.50
1.40
0.50
0.10
0.10
19
0.50
1.80
1.00
0.70
5.60
0.90
8.90
8.90
1.40
0.50
0.10
0.10
20
0.40
1.60
1.00
0.70
8.90
0.90
7.70
7.70
1.40
0.50
0.10
0.10
21
0.40
1.60
1.00
0.70
9.50
0.90
8.90
6.60
1.20
0.40
0.10
0.10
22
0.40
1.40
1.00
0.70
2.80
0.90
11.40
6.10
1.20
0.40
0.10
0.10
23
0.40
1.60
0.90
0.70
1.40
0.70 274.90
5.60
1.20
0.40
0.10
0.10
24
0.40
1.40
0.90
0.70
2.20
0.60 160.70
5.10
1.00
0.40
0.10
0.10
25
0.40
2.20
0.90
0.70
1.60
4.60 165.10
4.10
1.00
0.40
0.10
0.10
26
0.40
12.80
0.90
0.70
1.20
17.00 174.10
3.70
1.00
0.30
0.10
0.10
27
0.40
2.80
0.90
0.70
1.80
15.80 147.70
2.80
1.00
0.30
0.10
0.10
28
0.30
2.00
0.70
0.70
8.30
17.00
74.90
2.80
1.40
0.30
0.10
0.10
29
0.30
2.00
0.70
0.70
3.70
72.10 112.80
2.80
1.20
0.30
0.10
30
0.30
1.80
0.70
0.70
1.60
24.80 109.30
2.20
1.20
0.20
0.10
31
1.60
0.70
1.20
48.10
1.00
0.20
0.10
----------
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Total
29.40 401.20
45.50
21.70
68.60 186.40 3166.00 2449.20
51.40
19.60
3.60
3.10 6445.70
Ton
Mean
1.00
12.90
1.50
0.70
2.20
6.20 102.10
81.60
1.70
0.60
0.10
0.10
Max
10.10 299.90
7.70
0.70
9.50
72.10 764.00 885.50
2.80
1.40
0.20
0.10 885.50
Min
0.30
0.30
0.70
0.70
0.70
0.60
5.10
2.20
1.00
0.20
0.10
0.10
0.10
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