708
Location : on right bank at the bridge on highway.
Ban
Non Toom
Amphoe
Mueang
Changwat
Udon Thani
WATER YEAR : 2012
KHONG RIVER BASIN
Huai Luang at Ban Non Toom , Udon Thani (Kh.103)
Lat 17 - 28 - 56 N Long 102 - 47 - 49 E
1,235 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2004-Cont'd
Actual Measurement
2004-Cont'd
2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
28
0.8856
Continued Sediment Station
QS = 5.7927 QW
1.08200
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
6.70
0.30
8.00
6.20
19.40 148.50
6.40
7.70
17.50
0.40
2.30
0.60
2
6.90
0.30
0.10
9.50
20.80 116.30
5.20
7.70
10.30
0.40
2.70
0.30
3
5.70
0.70
2.30
15.30
17.80 163.00
4.20
7.40
7.70
0.40
2.70
0.30
4
5.70
0.70
10.00
21.10
14.00 195.10
3.50
7.20
4.40
0.40
2.50
0.30
5
9.80
0.90
8.70
74.50
12.40 167.80
3.90
6.70
3.70
0.30
2.50
0.30
6
6 40
2 00
7 40 180 00
9 80 138 50
5 20
5 70
2 70
0 00
2 50
0 10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
6.20
4.40
6.90 249.60
9.80 130.60
5.70
3.50
1.40
0.00
2.50
0.10
8
6.40
14.00
10.50 314.20
9.80 159.40
4.90
3.00
1.20
0.00
2.30
0.10
9
6.70
36.40
16.40 343.20
20.80 198.40
5.20
2.30
1.20
0.00
1.60
0.10
10
7.40
21.90
22.50 335.90
47.60 239.60
4.40
1.60
1.20
3.20
1.60
0.10
11
6.70
8.00
20.80 326.30
65.40 268.90
3.70
1.60
1.10
3.00
1.60
0.10
12
6.40
5.70
15.30 319.10
50.50 251.30
3.50
1.60
0.90
4.40
1.60
0.10
13
6.40
4.40
11.30 271.20
35.10 213.20
2.70
0.70
0.90
5.20
1.60
0.30
14
6 70
4 20
10 00 228 00
28 40 224 70
2 70
1 10
1 20
5 40
1 60
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
6.40
3.20
10.80 171.50
22.70 187.30
3.00
1.40
1.20
5.40
1.40
0.30
16
6.40
3.00
8.50 128.20
22.70 135.30
4.20
1.40
1.10
5.20
1.20
0.30
17
6.20
3.00
5.90
86.80
22.50
91.40
4.90
0.00
0.90
4.70
1.20
0.30
18
3.70
3.20
4.90
36.80
19.40
54.10
5.70
0.00
0.90
3.20
1.20
0.30
19
6.40
2.70
3.90
26.90
18.30
39.40
6.90
0.00
0.90
2.70
1.20
0.10
20
4.40
1.40
3.20
39.00
27.50
36.80
7.40
0.00
0.70
3.50
1.20
0.10
21
5.40
1.10
2.70
29.50
31.20
41.60
6.70
14.30
0.40
3.50
1.20
0.10
22
3.50
2.70
3.50
25.50
28.60
39.40
6.40
0.30
0.00
3.20
1.20
0.10
23
2.70
1.20
3.70
20.50
24.70
34.20
6.40
0.00
0.00
3.20
1.20
0.10
24
2.30
2.30
3.20
11.10
22.20
31.20
6.70
1.60
0.10
3.00
1.20
0.00
25
2.00
1.60
4.20
17.00
26.40
27.80
6.20
1.20
0.60
3.00
1.20
0.00
26
1.60
1.40
5.70
20.00
33.50
14.00
4.40
1.10
0.60
3.00
0.70
0.10
27
1.20
1.60
4.40
20.50
26.70
16.40
4.70
0.90
0.40
2.70
1.10
0.10
28
1.10
1.20
4.40
16.70
23.30
12.10
6.90
1.20
0.40
2.70
0.70
0.10
29
1.10
1.20
4.40
15.10
21.60
10.00
6.40
11.60
0.40
2.70
0.00
30
0.60
1.60
4.20
20.50
39.80
9.00
7.20
30.60
0.40
2.50
0.00
31
2.50
33.20 106.90
8.50
0.40
2.50
0.00
----------
--------------
Total
149.10 138.80 227.80 3412.90 879.60 3395.30 163.80 123.40
64.80
79.80
45.50
5.10 8685.90
Ton
Mean
5.00
4.50
7.60 110.10
28.40 113.20
5.30
4.10
2.10
2.60
1.60
0.20
Max
9.80
36.40
22.50 343.20 106.90 268.90
8.50
30.60
17.50
5.40
2.70
0.60 343.20
Min
0.60
0.30
0.10
6.20
9.80
9.00
2.70
0.00
0.00
0.00
0.70
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------