Basic HTML Version
752
WATER YEAR : 2013
KHONG RIVER BASIN
Huai Luang at Ban Non Toom , Udon Thani (Kh.103)
Lat 17 - 28 - 56 N Long 102 - 47 - 49 E
Location : on right bank at the bridge on highway.
Ban
Non Toom
Amphoe
Mueang
Changwat
Udon Thani
1,235 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2004-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2004-Cont'd
2007-2013
144
0.8411
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 6.1353 QW
1.03670
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.00
0.00
19.40 115.40
36.10 123.90
7.90
0.80
1.20
0.00
0.60
2
0.00
0.00
0.00
12.20
84.80
58.20
98.10
6.60
0.90
1.20
0.20
0.60
3
0.00
0.00
0.00
10.80
96.00
41.80 120.70
6.00
0.90
1.20
0.60
0.40
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
0.00
0.00
0.00
8.50
81.10
32.80
88.00
5.20
0.90
1.30
0.90
0.70
5
0.00
0.00
0.00
14.20
79.80
30.90
43.00
4.70
0.90
2.10
0.90
0.90
6
0.00
0.00
0.20
16.00 103.10
32.80
27.20
5.20
0.90
2.10
1.00
0.60
7
0.00
0.00
4.50
13.40 148.30
24.80
20.80
4.90
0.80
1.90
0.70
0.60
8
0.00
0.00
4.10
7.50 210.00
29.60
14.90
4.50
0.80
1.90
0.70
0.40
9
0.00
0.00
4.10
17.00 257.70
40.50
11.60
4.10
0.80
1.50
0.60
0.30
10
0.00
0.00
4.10
32.80 255.50 100.20
9.10
3.60
0.80
1.20
0.60
0.30
11
0.00
0.00
5.60
81.10 277.30
96.00
7.30
3.00
0.70
1.20
0.80
0.30
12
0.00
0.00
30.70 159.70 303.60
91.80
5.80
2.60
0.70
1.20
1.00
0.40
13
0.00
0.00 110.80 140.90 334.30 124.90
5.20
2.30
0.60
1.00
1.20
0.40
14
0.00
0.00 123.90 115.40 306.20 166.90
4.90
1.90
0.60
0.90
1.30
0.60
15
0.00
0.00
50.80
91.10 281.70 207.80
4.50
1.70
1.20
1.00
1.50
0.70
16
0.00
0.00
20.00
58.20 253.40 268.60
5.80
1.70
5.80
1.20
1.20
0.70
17
0.00
0.00
10.40
43.00 172.60 275.20
18.60
1.50
7.90
1.50
1.30
0.70
18
0.00
0.00
9.10
57.80
93.20 311.30
31.70
1.50
6.40
2.10
1.20
0.70
19
0.00
0.00
7.90
77.90
55.30 334.30
55.30
1.30
5.60
1.90
1.20
0.60
20
0 00
0 00
7 90
79 20
38 80 331 80
57 80
1 30
5 10
1 90
0 90
0 60
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.00
11.20
99.50
25.80 352.30
47.90
1.30
4.50
1.70
0.90
0.40
22
0.00
0.00
7.90 122.80
17.60 295.90
34.70
1.20
3.90
1.20
0.70
0.40
23
0.00
0.00
7.70 149.80
35.00 259.90
28.50
1.20
3.70
1.00
0.40
0.30
24
0.00
0.00
8.90 198.40
32.80 212.10
26.60
1.20
3.40
1.00
0.40
0.30
25
0.00
0.00
13.60 240.30
36.90 152.60
26.60
1.00
3.00
0.90
0.60
0.40
26
0.00
0.00
14.70 257.70
39.70 122.80
24.80
1.00
2.60
0.80
0.60
0.40
27
0.00
0.00
12.80 238.10
35.80 117.50
20.50
0.90
2.30
0.60
0.80
0.60
28
0 00
0 00
9 90 194 10
26 90 116 40
14 20
0 90
2 10
0 40
0 60
0 70
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
0.00
7.90 139.80
25.00
96.70
13.10
0.90
1.50
0.20
0.80
30
0.00
0.00
8.90
79.80
24.80 108.70
12.20
0.90
1.20
0.00
1.20
31
0.00
63.60
24.50
9.90
1.20
0.00
2.40
----------
--------------
Total
0.00
0.00 497.60 2840.00 3872.90 4471.20 1013.20
82.00
72.50
37.30
22.80
19.00 12928.50
Ton
Mean
0.00
0.00
16.60
91.60 124.90 149.00
32.70
2.70
2.30
1.20
0.80
0.60
Max
0.00
0.00 123.90 257.70 334.30 352.30 123.90
7.90
7.90
2.10
1.50
2.40 352.30
Min
0.00
0.00
0.00
7.50
17.60
24.80
4.50
0.90
0.60
0.00
0.00
0.30
0.00
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