Basic HTML Version
843
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Kui Mang at Ban Kui Mang , Kanchanaburi (K.60)
Lat 14 - 37 - 32 N Long 98 - 43 - 50 E
Location : on right bank at the bridge on road.
Ban
Kui Mang
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
128
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2002-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2002-Cont'd
2013
23
0.8530
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 1.3580 QW
1.82900
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.00
0.10
0.90 148.40
7.00
31.30
7.00
3.00
1.60
1.20
0.50
2
0.00
0.00
0.10
0.80 112.70
5.60
28.00
7.00
3.00
1.60
1.20
0.50
3
0.00
0.00
0.20
0.70
97.70
6.50
68.60
6.50
3.00
1.60
1.20
0.50
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
0.00
0.10
0.20
0.60
86.00
6.50
53.30
6.50
2.70
1.60
1.20
0.50
5
0.00
0.00
0.10
0.80
68.60
7.00
45.70
6.10
2.70
1.60
1.20
0.50
6
0.00
0.00
0.10
1.50
59.80
33.60
38.70
6.10
2.70
1.60
1.20
0.50
7
0.00
0.00
0.10
1.60
50.20
45.70
50.20
5.60
2.70
1.60
1.00
0.50
8
0.00
0.00
0.30
3.40
34.80
45.70
53.30
5.60
2.70
1.60
1.00
0.50
9
0.00
0.00
0.20
4.40
17.30 210.00
29.10
53.30
2.40
1.60
1.00
0.50
10
0.00
0.00
0.30
6.10
10.60
41.40
19.10
7.50
2.40
1.50
1.00
0.50
11
0.00
0.00
0.40
2.10
8.50
44.30
14.30
5.60
2.40
1.50
1.00
0.40
12
0.00
0.00
0.50
2.40
13.00 549.00
13.60
5.20
2.40
1.50
0.90
0.40
13
0.00
0.00
0.80
1.60
17.30
61.50
12.40
5.20
2.40
1.50
0.90
0.40
14
0.00
0.00
1.20
1.30
23.80
47.20
22.80
5.20
2.40
1.50
0.90
0.40
15
0.00
0.00
0.80
1.60
47.20
42.80
18.20
5.60
2.40
1.50
0.80
0.40
16
0.00
0.00
0.60
1.60
25.90 112.70
13.60
5.60
2.40
1.50
0.80
0.70
17
0.00
0.00
0.60
2.40
21.90 126.90
13.00
5.20
2.40
1.50
0.80
0.60
18
0.00
0.00
0.90
1.50
18.20
79.30 302.60
4.80
2.40
1.50
0.80
0.60
19
0.00
0.30
0.80
2.70
15.60 118.30
30.20
4.40
2.10
1.50
0.80
1.50
20
0 00
0 20
0 60
2 40
14 30 388 10
19 10
4 10
2 10
1 50
0 70
1 20
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.20
0.70
2.40
33.60 490.20
15.60
4.10
2.10
1.30
0.70
1.00
22
0.00
0.30
0.90
2.10
50.20 202.30
14.90
4.10
2.10
1.30
0.70
0.80
23
0.10
0.20
0.90
2.10 183.50 165.50
12.40
3.70
2.10
1.30
0.70
0.70
24
0.60
0.30
2.10
11.20 107.60 100.20
11.20
3.70
1.90
1.30
0.60
0.60
25
0.30
0.40
3.00
38.70
61.50
90.60
10.10
3.70
1.90
1.20
0.60
0.60
26
0.50
0.20
2.10
12.40
34.80
86.00
9.50
3.40
1.90
1.20
0.60
0.60
27
0.30
0.10
1.30
13.00
26.90
61.50
9.50
3.40
1.90
1.20
0.60
0.50
28
0 00
0 10
1 20
59 80
20 90
51 80
8 50
3 40
1 90
1 00
0 50
0 50
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
0.10
1.20 956.50
17.30
42.80
8.00
3.40
1.90
1.00
0.50
30
0.00
0.10
1.00 811.10
13.60
34.80
7.50
3.00
1.90
1.00
0.50
31
0.00
498.10
10.10
7.00
1.90
0.90
0.50
----------
--------------
Total
1.80
2.60
23.30 2447.80 1451.80 3304.80 991.30 198.00
72.20
43.60
24.60
18.40 8580.20
Ton
Mean
0.10
0.10
0.80
79.00
46.80 110.20
32.00
6.60
2.30
1.40
0.90
0.60
Max
0.60
0.40
3.00 956.50 183.50 549.00 302.60
53.30
3.00
1.60
1.20
1.50 956.50
Min
0.00
0.00
0.10
0.60
8.50
5.60
7.00
3.00
1.90
0.90
0.50
0.40
0.00
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