839
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Lin Thin at Ban Nong Bang , Kanchanaburi (K.38A)
Lat 14 - 34 - 28 N Long 98 - 49 - 07 E
Location : on left bank at KM. 95+700 on Kanchanaburi - Thong Pha Phum Highway.
Ban
Nong Bang
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
122
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2001-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2001-Cont'd
2013
26
0.9410
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.5540 QW
1.94300
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.20
0.20
0.20
0.90 140.30
14.00
55.10
10.20
7.00
3.80
1.90
0.90
2
0.20
0.20
0.20
0.90
95.80
13.00
55.10
10.20
7.00
3.80
1.90
0.90
3
0.20
0.20
0.50
0.90
73.60
11.10
55.10
10.20
7.00
3.80
1.60
0.90
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.20
0.20
0.50
0.90
47.30
10.20
45.00
9.30
7.00
3.80
1.60
0.80
5
0.20
0.10
0.50
0.90
40.70
8.50
40.70
8.50
7.00
3.30
1.60
0.80
6
0.20
0.10
1.90
1.60
18.00
11.10
32.80
8.50
7.00
3.30
1.60
0.80
7
0.20
0.10
1.20
1.60
14.00
10.20
32.80
8.50
7.00
3.30
1.60
0.80
8
0.20
0.10
1.20
2.40
11.10
16.60
32.80
8.50
7.00
3.30
1.60
0.80
9
0.20
0.00
2.40
1.60
10.20
16.60
40.70
29.10
6.30
2.80
1.60
0.80
10
0.20
0.00
1.60
2.40
11.10
32.80
36.70
19.40
6.30
2.80
1.20
0.80
11
0.20
0.00
3.30
3.30
10.20 104.10
36.70
13.00
6.30
2.80
1.20
0.80
12
0.20
0.00
3.80
2.80
9.30 108.30
32.80
13.00
6.30
2.40
1.20
0.80
13
0.10
0.00
2.40
2.40
8.50
38.70
32.80
13.00
6.30
2.40
1.20
0.80
14
0.10
0.00
1.60
2.40
42.90
40.70
24.00
13.00
6.30
2.40
1.20
0.80
15
0.40
0.00
0.60
2.80
29.10
61.00
22.40
16.60
6.30
2.40
1.20
0.80
16
0.50
0.00
0.40
2.40
24.00
58.00
22.40
15.30
5.60
2.40
1.20
0.80
17
0.50
0.00
0.40
2.40
20.90
64.00
29.10
12.00
5.60
2.40
1.20
0.80
18
0.40
0.00
0.90
1.90
15.30
55.10
25.70
11.10
5.60
2.40
1.20
0.60
19
0.40
0.20
0.60
1.90
12.00
73.60
25.70
11.10
5.60
2.40
1.20
0.60
20
0 60
0 20
0 90
1 90
8 50 289 90
22 40
10 20
5 60
2 40
1 20
0 60
.
.
.
.
.
.
.
.
.
.
.
.
21
0.40
0.20
2.40
2.40
25.70 183.30
22.40
10.20
5.60
2.40
1.20
0.60
22
0.20
0.20
3.30
4.40
15.30 150.20
24.00
9.30
5.60
2.40
1.20
0.60
23
0.20
0.20
3.80
12.00
95.80 170.90
19.40
9.30
5.00
2.40
1.20
0.60
24
0.20
0.20
11.10
27.40
87.90 135.50
16.60
8.50
4.40
2.40
1.20
0.60
25
0.50
0.20
5.00
29.10
52.30 130.70
16.60
8.50
5.00
2.40
1.20
0.90
26
0.50
0.20
1.90
15.30
40.70
91.80
16.60
7.70
5.60
2.40
0.90
0.90
27
0.40
0.20
1.20
38.70
40.70
87.90
12.00
7.70
5.60
2.40
0.90
0.90
28
0 40
0 20
1 20
67 20
27 40
70 40
13 00
7 70
5 00
2 40
0 90
0 90
.
.
.
.
.
.
.
.
.
.
.
.
29
0.20
0.20
1.20 237.20
22.40
61.00
12.00
7.00
5.00
1.90
0.90
30
0.20
0.20
1.20 1525.30
18.00
80.40
10.20
7.00
5.00
1.90
0.80
31
0.20
424.70
15.30
10.20
4.40
1.90
0.80
----------
--------------
Total
8.60
3.80
57.40 2422.00 1084.30 2199.60 873.80 333.60 184.30
83.30
36.90
24.20 7311.80
Ton
Mean
0.30
0.10
1.90
78.10
35.00
73.30
28.20
11.10
5.90
2.70
1.30
0.80
Max
0.60
0.20
11.10 1525.30 140.30 289.90
55.10
29.10
7.00
3.80
1.90
0.90 1525.30
Min
0.10
0.00
0.20
0.90
8.50
8.50
10.20
7.00
4.40
1.90
0.90
0.60
0.00
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