842
WATER YEAR : 2013
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
Location : on right bank at the bridge on road.
Ban
Si Mong Khon
Amphoe
Sai Yok
Changwat
Kanchanaburi
308
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
0.9090
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 4.7020 QW
1.42600
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.00
0.00
0.30 129.20
0.70
78.50
3.90
9.90
1.90
0.40
0.20
2
0.00
0.00
0.00
0.30
38.90
0.50
31.40
3.50
5.70
1.70
0.40
0.20
3
0.00
0.00
0.70
0.20
31.40
1.70
31.40
3.20
6.80
1.60
0.40
0.20
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.00
0.00
3.70
0.40
11.90
1.60 263.70
2.80
6.80
1.40
0.40
0.20
5
0.00
0.00
6.80
31.40
8.00
0.90 148.00
2.70
5.00
1.40
0.40
0.20
6
0.00
0.00
1.40
11.90
5.70
0.70
78.50
2.30
4.30
1.30
0.30
0.20
7
0.00
0.00
2.00
31.60
3.90
0.70 315.80
2.00
3.70
1.10
0.30
0.20
8
0.00
0.00
0.70
7.60
3.20
0.80 1534.90
45.10
3.40
1.10
0.30
0.20
9
0.00
0.00
0.20
4.30
2.80
1.00 576.90 1614.90
2.70
1.10
0.30
0.20
10
0.00
0.00
0.10
10.40
2.80
1.60 188.30 244.20
2.80
1.00
0.30
0.20
11
0.00
0.00
0.00
54.30
3.40 268.60
99.60
83.50
2.80
1.00
0.30
0.20
12
0.00
0.00
0.00
35.90
4.50
68.70
54.30
37.40
2.70
1.00
0.30
0.20
13
0.00
0.00
0.90
7.20
5.40
31.60
31.60
31.40
2.70
1.00
0.30
0.10
14
0.00
0.00
0.30
3.70
31.30
88.60
31.40
31.30
2.70
0.90
0.30
0.10
15
0.00
0.00
0.20
2.50
31.30
73.60
31.30
31.30
3.70
0.90
0.30
0.10
16
0.00
0.00
1.90
1.90
6.50
52.40
11.90
13.50
5.70
0.90
0.30
0.10
17
0.00
0.00
0.30
1.40
4.10
64.30
10.90
31.30
7.60
0.90
0.20
0.10
18
0.00
0.00
0.70
1.00
3.00
46.70
81.00
10.90
6.80
0.90
0.20
0.10
19
0.00
0.00
2.80
0.80
2.50
31.60 126.10
8.40
7.20
0.80
0.20
0.10
20
0 00
0 00
1 00
0 70
2 00
33 00
73 60
11 40
7 60
0 80
0 20
0 10
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.00
0.70
0.40
1.70
34.40
38.90
11.40
6.10
0.80
0.20
0.20
22
0.00
0.00
0.90
0.30
1.60
31.60
31.60
12.50
6.80
0.80
0.20
0.20
23
0.00
0.00
0.90
0.30
2.00
31.60
31.40
12.50
8.40
0.70
0.20
0.10
24
0.00
0.00
1.30
0.30
2.20
31.40
31.30
13.00
6.80
0.70
0.20
0.10
25
0.00
3.00
1.70
0.30
1.90
31.30
11.90
11.40
5.40
0.70
0.20
0.10
26
0.00
1.40
1.10
0.30
1.70
10.90
13.00
11.40
6.50
0.70
0.20
0.10
27
0.00
0.10
0.90
0.30
1.40
8.90
8.90
31.40
5.40
0.70
0.20
0.10
28
0 00
0 00
0 70
0 30
1 10
6 80
7 60
11 40
3 40
0 70
0 20
0 10
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
0.00
0.40
1.30
0.90
5.70
6.50
10.40
2.70
0.70
0.10
30
0.00
0.00
0.30
42.00
0.80
4.70
5.40
9.40
2.30
0.50
0.10
31
0.00
196.40
0.70
4.50
2.70
0.50
0.10
----------
--------------
Total
0.00
4.50
32.60 450.00 347.80 966.60 3990.10 2349.80 157.10
30.20
7.70
4.50 8340.90
Ton
Mean
0.00
0.10
1.10
14.50
11.20
32.20 128.70
78.30
5.10
1.00
0.30
0.10
Max
0.00
3.00
6.80 196.40 129.20 268.60 1534.90 1614.90
9.90
1.90
0.40
0.20 1614.90
Min
0.00
0.00
0.00
0.20
0.70
0.50
4.50
2.00
2.30
0.50
0.20
0.10
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------