729
Location : on left bank at the bridge on highway.
Ban
Kan Luang Dong
Amphoe
Dong Luang
Changwat
Muk Dahan
WATER YEAR : 2011
KHONG RIVER BASIN
Huai Bang Sai at Ban Kan Luang Dong , Muk Dahan (Kh.92)
Lat 16 - 44 - 06 N Long 104 - 31 - 23 E
1,119 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
2011
Drainge Area
Using Rating Curve Water Year
Instrument Used
20
0.8623
Continued Sediment Station
QS = 2.5208 QW
1.22980
Suspended Sediment , in Tons per Day. Water Year 1 April 2011 to 31 March 2012
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
1.10
1.10
1.10 362.70 1426.30 658.00 109.80
47.00
3.80
0.00
0.00
0.00
2
1.10
1.10
2.20 2667.50 2577.50 506.40 115.10
49.20
3.80
0.00
0.00
0.00
3
1.10
1.10
2.50 2602.00 2269.00 653.80 662.20
44.90
3.20
0.00
0.00
0.00
4
1.10
1.60
5.90 237.40 747.50 1886.70 389.30
41.70
3.50
0.00
0.00
0.00
5
1.10
1.60
28.60
94.20 343.10 1527.40 208.20
40.70
2.50
0.00
0.00
0.00
6
1 10
2 20
44 90
47 00 314 00 1192 00 163 50
36 60
3 20
0 00
0 00
0 00
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.
.
.
.
.
.
.
.
.
7
1.10
4.20
17.40
38.60 1527.40 1076.30
79.10
31.50
2.20
0.00
0.00
0.00
8
1.10
13.00
8.90
33.50 2284.50 679.10
72.50
26.60
2.20
0.00
0.00
0.00
9
1.10
19.10
5.90
29.50 1604.10 1251.00
82.40
24.70
2.20
0.00
0.00
0.00
10
1.10
21.90
14.70 191.50 1879.40 1031.80
72.50
24.70
2.20
0.00
0.00
0.00
11
1.10
17.40
24.70 170.40 1388.90 895.30
69.30
26.60
1.60
0.80
0.30
0.00
12
1.10
18.20
17.40 165.80 927.80 1186.10
92.50
22.80
1.60
0.80
0.30
0.00
13
1.10
40.70
14.70 282.20 392.60 884.60 138.60
21.00
1.60
0.30
0.30
0.00
14
1 10
77 40
13 00 556 80 533 40 580 30 416 20
18 20
1 60
0 30
0 00
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
1.10 152.10
13.00 632.80 1070.70 713.10 423.30
17.40
0.80
0.00
0.00
0.80
16
1.10 179.70
16.50 525.70 1489.30 1031.80 196.20
16.50
0.80
0.00
0.00
1.60
17
1.10 170.40
32.50 215.40 1540.20 1728.30 145.30
15.60
0.80
0.00
0.00
1.60
18
1.10 165.80
64.50 154.30 1174.40 2207.30 156.60
15.60
0.30
0.00
0.00
0.80
19
1.10 145.30
61.30 124.00 2791.00 1227.40 133.10
13.00
0.30
0.00
0.00
0.80
20
1.10 108.10
66.10
85.80 5258.70 764.80 106.30
11.40
0.30
0.30
0.00
0.80
21
1.10
62.90
69.30 541.20 3157.80 641.20
99.40
8.90
0.00
0.80
0.00
1.60
22
1.10
48.10
38.60 1413.70 1432.50 385.90
89.10
8.90
0.30
0.80
0.00
1.60
23
1.30
11.40
17.40 944.00 976.80 346.30
82.40
8.20
1.10
0.80
0.00
1.60
24
1.30
3.80
9.70 730.30 662.20 266.60
79.10
5.60
0.00
0.80
0.00
0.80
25
1.30
2.50
7.40 456.90 564.60 196.20
79.10
5.60
0.00
0.30
0.00
0.80
26
1.30
1.60
7.40 275.90 464.50 186.80
69.30
4.80
0.00
0.30
0.00
0.80
27
1.30
1.60
5.60 220.30 479.60 191.50
52.40
4.80
0.00
0.00
0.00
0.80
28
1.30
1.60
6.60 449.40 406.00 205.80
47.00
4.80
0.00
0.00
0.00
0.80
29
1.30
0.80
19.10 215.40 468.30 124.00
47.00
3.80
0.00
0.00
0.00
0.80
30
1.30
0.80
49.20 369.30 560.70 124.00
47.00
3.80
0.00
0.00
0.80
31
0.80
1174.40 1054.00
44.90
0.00
0.00
0.80
----------
--------------
Total
34.60 1277.90 686.10 16007.90 41766.80 24349.80 4568.70 604.90
39.90
6.30
0.90
17.90 89361.70
Ton
Mean
1.20
41.20
22.90 516.40 1347.30 811.70 147.40
20.20
1.30
0.20
0.00
0.60
Max
1.30 179.70
69.30 2667.50 5258.70 2207.30 662.20
49.20
3.80
0.80
0.30
1.60 5258.70
Min
1.10
0.80
1.10
29.50 314.00 124.00
44.90
3.80
0.00
0.00
0.00
0.00
0.00
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