Basic HTML Version
750
WATER YEAR : 2013
KHONG RIVER BASIN
Songkhram River at Ban Khok Kham Lai, Udon Thani (Kh.93)
Lat 17 - 33 - 22 N Long 103 - 20 - 20 E
Location : on left bank at the bridge of Amphoe Ban Duang - Amphoe Sawang Daen Din Highway.
Ban
Khok Kham Lai
Amphoe
Ban Dung
Changwat
Udon Thani
760
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
135
0.8075
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 8.7379 QW
0.93460
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.00
1.00
11.60 469.50
27.10 190.20
17.30
0.00
0.00
0.00
0.00
2
0.00
0.00
1.00
11.20 561.60
23.50 166.70
15.10
0.00
0.00
0.00
0.00
3
0.00
0.00
0.50
11.20 616.30
19.20 129.00
13.20
0.00
0.00
0.00
0.00
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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
11.20 549.30
16.70 101.60
10.80
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
12.00 508.90
22.30
70.20
9.10
0.00
0.00
0.00
0.00
6
0.00
0.00
0.00
12.00 489.20
42.50
43.10
8.30
0.00
0.00
0.00
0.00
7
0.00
0.00
0.00
11.60 439.10
51.70
28.30
7.90
0.00
0.00
0.00
0.00
8
0.00
0.00
0.00
9.60 404.20
34.30
19.80
7.90
0.00
0.00
0.00
0.00
9
0.00
0.00
0.00
7.90 338.70
25.90
15.90
7.50
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
14.70 318.00
24.10
11.20
7.10
0.00
0.00
0.00
0.00
11
0.00
0.00
0.00
68.10 309.10
20.40
16.70
6.70
0.00
0.00
0.00
0.00
12
0.00
0.00
0.50 121.40 312.10
17.90
56.70
6.30
0.00
0.00
0.00
0.00
13
0.00
0.00
0.50 143.10 326.90
28.30
42.50
5.80
0.00
0.00
0.00
0.00
14
0.00
0.00
0.50 139.40 355.90
56.00
25.90
5.40
0.00
0.00
0.00
0.00
15
0.00
0.00
0.00 133.70 374.80
82.20
34.90
5.00
0.00
0.00
0.00
0.00
16
0.00
0.00
0.00 131.80 355.90
99.50
50.30
4.60
0.00
0.00
0.00
0.00
17
0.00
0.00
0.00 142.20 321.00 115.90
74.50
4.10
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00 147.80 297.20 138.40
94.00
3.70
0.00
0.00
0.00
0.00
19
0.00
0.00
0.00 163.70 247.60 190.20
94.70
3.30
0.00
0.00
0.00
0.00
20
0 00
0 00
0 00 188 90 191 50 232 00
94 00
2 80
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.00
0.50 230.10 133.70 241.70
91.20
2.40
0.00
0.00
0.00
0.00
22
0.00
3.30
12.00 288.20
52.40 253.40
83.60
1.90
0.00
0.00
0.00
0.00
23
0.00
19.80
30.70 352.20
37.30 264.30
76.60
1.50
0.00
0.00
0.00
0.00
24
0.00
63.90
46.60 367.30
33.10 279.30
66.00
1.00
0.00
0.00
0.00
0.00
25
0.00
93.30
57.40 338.70
27.70 297.20
60.30
0.50
0.00
0.00
0.00
0.00
26
0.00
89.80
57.40 312.10
14.70 303.20
56.00
0.00
0.00
0.00
0.00
0.00
27
0.00
75.90
53.90 321.00
15.10 300.20
51.70
0.00
0.00
0.00
0.00
0.00
28
0 00
50 30
47 40 378 60
16 70 285 30
47 40
0 00
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
19.80
33.10 447.80
16.70 241.70
43.10
0.00
0.00
0.00
0.00
30
0.00
7.50
13.20 447.80
21.00 216.40
31.30
0.00
0.00
0.00
0.00
31
4.60
465.10
25.90
22.30
0.00
0.00
0.00
----------
--------------
Total
0.00 428.20 356.20 5442.00 8181.10 3950.80 1989.70 159.20
0.00
0.00
0.00
0.00 20507.20
Ton
Mean
0.00
13.80
11.90 175.50 263.90 131.70
64.20
5.30
0.00
0.00
0.00
0.00
Max
0.00
93.30
57.40 465.10 616.30 303.20 190.20
17.30
0.00
0.00
0.00
0.00 616.30
Min
0.00
0.00
0.00
7.90
14.70
16.70
11.20
0.00
0.00
0.00
0.00
0.00
0.00
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