Basic HTML Version
748
WATER YEAR : 2013
KHONG RIVER BASIN
Huai Chanot at Ban Don Sawan , Nakhon Phanom (Kh.91)
Lat 16 - 47 - 48 N Long 104 - 39 - 45 E
Location : on left bank at the bridge on highway.
Ban
Don Sawan
Amphoe
That Phanom
Changwat
Nakhon Phanom
172
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
1998-2013
305
0.8072
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 3.9107 QW
1.08970
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.30
0.70
9.80
7.80
43.00
18.50
24.80
3.70
1.50
2.20
2.10
1.80
2
0.60
0.40
7.90
6.70
41.20
15.70
29.80
3.50
1.60
2.20
2.20
1.80
3
0.90
0.50
6.10
6.20
35.60
12.40
24.80
3.50
1.80
2.20
2.20
1.80
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
0.80
0.70
4.50
5.60
31.60
10.40
18.00
3.40
2.00
2.20
2.20
1.70
5
0.30
0.70
5.90
5.40
24.80
8.90
11.60
3.40
2.20
2.20
2.30
1.60
6
0.30
0.90
6.90
5.00
18.80
6.50
9.60
3.70
2.20
2.20
2.20
1.50
7
0.30
1.10
8.20
4.30
16.00
5.50
9.30
3.40
2.10
2.20
1.80
1.40
8
0.30
1.40
7.40
4.30
15.50
5.40
7.60
3.30
2.10
1.90
1.80
1.40
9
0.30
1.70
4.50
4.80
16.80
5.30
6.10
3.20
2.00
1.90
1.80
1.30
10
0.30
2.20
3.10
5.80
19.10
5.60
5.70
3.20
2.00
2.00
1.70
1.30
11
0.30
7.80
4.00
7.10
22.80
5.00
5.70
3.20
2.20
2.10
1.40
1.30
12
0.90
7.00
8.10
6.50
17.10
5.60
6.30
3.20
2.70
2.20
1.40
1.30
13
0.50
4.50
6.00
6.20
14.10
10.80
6.00
3.20
3.10
2.50
1.40
1.30
14
0.30
4.50
4.60
6.00
8.50
19.70
6.20
3.00
2.20
2.70
1.40
1.30
15
0.30
3.30
3.50
5.30
7.10
18.00
8.50
2.80
2.10
2.60
1.40
1.30
16
0.30
2.70
2.70
4.20
6.50
17.70
10.20
2.70
2.60
2.60
1.40
1.30
17
0.30
2.30
2.30
4.00
5.60
38.50
11.10
2.70
2.70
2.50
1.40
1.30
18
0.30
1.80
3.00
4.00
5.10
68.30
10.80
2.70
2.70
2.40
1.40
1.30
19
0.50
1.10
2.80
3.90
4.90 105.60
8.10
2.60
2.20
2.30
1.40
1.30
20
0 50
1 50
2 80
4 00
4 70 119 50
6 50
2 60
2 20
2 20
1 40
1 30
.
.
.
.
.
.
.
.
.
.
.
.
21
0.50
3.20
3.40
37.10
4.70
94.50
5.90
2.60
2.40
2.20
1.50
1.40
22
0.50
6.10
4.90
70.00
5.90 119.50
5.40
2.60
2.40
2.20
1.60
1.40
23
0.30
6.60
9.70
64.30
6.60 118.80
4.90
2.60
2.50
2.20
1.70
1.40
24
0.30
6.90
23.00 123.90
7.40
95.70
4.80
2.60
2.20
2.20
1.80
1.40
25
0.30
7.20
17.70 135.80
7.80
49.50
4.30
2.60
2.30
2.20
1.80
1.40
26
1.30
5.90
9.30 127.10
10.70
28.30
4.30
2.50
2.40
2.20
1.80
1.40
27
1.80
6.80
7.40 104.40
22.50
25.40
4.20
2.40
2.20
2.10
1.80
1.20
28
1 60
10 10
7 80
63 30
24 80
22 20
4 10
2 30
2 20
2 10
1 80
1 10
.
.
.
.
.
.
.
.
.
.
.
.
29
1.20
10.90
8.60
49.00
19.40
21.90
3.90
2.30
2.20
2.10
1.10
30
0.90
11.40
8.60
45.70
19.40
20.80
3.80
2.20
2.20
2.10
1.10
31
10.90
43.40
19.70
3.70
2.20
2.10
1.10
----------
--------------
Total
17.30 132.80 204.50 971.10 507.70 1099.50 276.00
87.70
69.40
69.00
48.10
42.60 3525.70
Ton
Mean
0.60
4.30
6.80
31.30
16.40
36.70
8.90
2.90
2.20
2.20
1.70
1.40
Max
1.80
11.40
23.00 135.80
43.00 119.50
29.80
3.70
3.10
2.70
2.30
1.80 135.80
Min
0.30
0.40
2.30
3.90
4.70
5.00
3.70
2.20
1.50
1.90
1.40
1.10
0.30
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