726
Location : on left bank at the bridge on highway.
Ban
Don Sawan
Amphoe
That Phanom
Changwat
Nakhon Phanom
WATER YEAR : 2014
KHONG RIVER BASIN
Huai Chanot at Ban Don Sawan , Nakhon Phanom (Kh.91)
Lat 16 - 47 - 48 N Long 104 - 39 - 45 E
172
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
1998-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
325
0.8232
Continued Sediment Station
QS = 3.8388 QW
1.09490
Suspended Sediment , in Tons per Day. Water Year 1 April 2014 to 31 March 2015
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
1.00
0.50
1.00
7.80
94.00
12.80
28.50
2.20
1.10
1.00
0.80
0.70
2
1.00
0.60
1.10
12.10
85.40
26.70
24.00
2.20
1.20
1.00
0.80
0.70
3
1.20
1.10
1.40
10.20 367.40
57.70
17.00
2.00
1.30
1.00
0.80
0.70
4
1.70
1.30
1.10
2.60 297.80
48.80
11.90
2.00
1.20
1.00
0.80
0.70
5
2.10
1.30
1.00
3.90 224.80
55.80
9.20
1.90
1.20
1.00
0.70
0.70
6
2 40
0 70
1 00
3 00 788 70 107 60
6 50
1 80
1 20
1 00
0 70
0 60
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
1.80
0.70
1.40
12.10 580.00
71.90
5.90
1.80
1.20
1.00
0.70
0.60
8
1.50
0.70
5.70
15.30 315.50
19.10
4.50
1.70
1.30
1.00
0.70
0.60
9
1.10
0.80
3.90
21.40 247.20
15.90
4.90
1.60
1.10
1.00
0.70
0.60
10
0.90
1.00
2.60
36.40
88.50
12.80
3.00
1.60
1.00
1.00
0.70
0.50
11
0.80
1.00
4.10
27.00
60.90
10.70
3.30
1.60
1.00
1.00
0.70
0.50
12
0.80
0.80
11.10
24.30
33.90
9.60
3.90
1.60
1.00
1.00
0.70
0.40
13
0.80
0.70
12.80
35.80
21.70
12.50
4.70
1.60
1.10
1.00
0.70
0.40
14
0 80
0 70
12 80
50 70
13 10
13 30
4 30
1 60
1 20
0 80
0 70
0 40
.
.
.
.
.
.
.
.
.
.
.
.
15
0.80
0.70
11.70
55.10
12.80
20.80
3.20
1.60
1.10
0.80
0.70
0.40
16
0.80
0.70
8.80
77.10
12.80
21.10
2.60
1.60
1.00
0.80
0.70
0.50
17
0.70
0.70
4.10
67.30
11.90
16.20
2.30
1.60
1.00
0.80
0.70
0.40
18
0.70
1.00
2.40
65.40
9.40
13.10
2.20
1.50
1.00
0.80
0.70
0.40
19
0.70
1.00
2.30 112.10
9.40
9.00
2.20
1.50
1.00
0.80
0.90
0.40
20
0.70
1.00
2.20 111.00
10.40
6.50
2.20
1.40
1.00
0.80
0.90
0.30
21
0.70
0.70
2.30
69.30
5.30
12.50
2.20
1.50
1.10
0.80
1.10
0.30
22
0.70
0.70
2.50
77.10
6.10
17.30
2.20
1.30
1.00
0.70
1.20
0.50
23
0.70
0.70
5.70
80.80
17.00
18.20
2.60
1.20
1.00
0.80
1.30
0.50
24
0.60
0.70
11.70
53.20
24.00
38.80
2.60
1.20
0.90
0.80
1.20
0.40
25
0.50
0.70
10.20
20.20
19.60
72.50
2.50
1.10
0.80
0.80
1.00
0.50
26
0.50
0.70
5.10
9.40
15.00
73.20
2.20
1.10
0.80
0.80
1.00
0.50
27
0.60
0.80
4.50
6.10
12.80
57.70
2.10
1.10
0.80
0.80
1.00
0.30
28
0.70
1.70
2.40
6.30
12.80
25.80
2.00
1.10
0.80
0.80
1.00
0.40
29
0.50
1.40
2.80
14.80
12.80
19.60
2.00
1.10
0.80
0.90
0.50
30
0.50
1.10
7.30
22.90
13.10
20.50
2.00
1.10
0.80
0.90
0.60
31
1.00
29.70
16.70
2.10
0.80
0.80
0.60
----------
--------------
Total
28.30
27.20 147.00 1140.40 3440.80 918.00 170.80
46.20
31.80
27.50
23.60
15.60 6017.20
Ton
Mean
0.90
0.90
4.90
36.80 111.00
30.60
5.50
1.50
1.00
0.90
0.80
0.50
Max
2.40
1.70
12.80 112.10 788.70 107.60
28.50
2.20
1.30
1.00
1.30
0.70 788.70
Min
0.50
0.50
1.00
2.60
5.30
6.50
2.00
1.10
0.80
0.70
0.70
0.30
0.30
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------