727
Location : on left bank at the bridge on highway.
Ban
Kan Luang Dong
Amphoe
Dong Luang
Changwat
Muk Dahan
WATER YEAR : 2014
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
1998-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
304
0.8665
Continued Sediment Station
QS = 2.3296 QW
1.35090
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
3.50
5.00
5.30
82.80 477.10
98.80 153.50
24.30
5.20
1.20
0.40
1.20
2
3.50
4.80
5.30
52.30 192.00 298.90 149.80
24.30
7.20
1.20
0.10
1.20
3
3.50
4.80
4.80
48.10 414.30 392.70 142.40
24.30
8.50
1.20
0.30
1.20
4
3.00
3.80
4.80
44.80 234.50 190.00 101.10
26.40
7.80
1.20
0.30
0.80
5
3.00
4.80
4.80
30.10 417.90 184.10
88.40
26.40
7.80
1.40
0.30
0.80
6
3 80
5 30
5 20
19 00 7302 60 465 90
79 50
24 30
7 60
1 20
0 30
0 80
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.
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.
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.
.
.
7
4.80
5.30
7.40
26.40 2067.10 207.80
80.60
24.30
7.40
1.20
0.10
0.30
8
4.80
4.80
10.70
83.90 319.30 176.30
70.80
20.90
7.40
1.20
0.10
0.30
9
4.40
5.00
14.60 439.90 264.80 157.20
57.30
20.90
7.40
0.80
0.30
0.40
10
3.80
5.70
9.40 144.20 304.70 153.50
55.20
17.70
7.20
0.80
0.30
0.80
11
3.80
5.20
9.40
59.30 196.00
98.80
46.40
17.00
7.00
0.80
0.30
0.60
12
3.80
4.40
16.40
94.10 115.60
91.80
40.00
14.60
6.80
0.80
0.30
0.30
13
3.80
3.80
26.40 218.40
99.90
91.80
44.00
12.20
6.30
0.70
0.30
0.30
14
3 80
3 80
25 00 515 10
89 60
95 30
44 80
10 00
6 10
0 70
0 60
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
3.50
3.80
25.70 1327.60
93.00 162.90
41.60
10.00
5.70
0.70
0.60
0.60
16
3.50
3.00
25.70 842.50 104.70 231.80
39.20
8.90
5.70
0.70
0.60
0.60
17
3.50
3.00
16.40 313.40 103.50 164.80
34.50
8.90
5.70
0.70
0.60
0.60
18
3.50
4.40
8.90 205.20
91.80 120.90
32.30
9.60
5.70
0.70
0.30
0.30
19
3.00
4.80
7.40 180.20 120.90 122.60
35.30
9.60
5.90
0.70
0.30
0.30
20
3.00
4.80
6.80 192.00 213.10 127.90
35.30
9.60
6.10
0.70
0.80
0.30
21
3.80
4.80
7.20 162.90 112.20 122.60
31.50
8.90
6.30
0.70
1.40
0.30
22
3.80
4.80
10.00 170.50 122.60 122.60
30.10
8.50
6.30
0.70
1.40
0.30
23
3.80
5.70
27.90 662.50 107.00 699.90
27.90
8.90
5.30
0.70
1.30
0.30
24
3.80
5.70
38.40 723.60 119.10 4805.30
27.90
7.40
3.30
0.70
1.30
0.30
25
3.80
5.30
54.20 161.00
87.30 2281.20
27.90
6.10
2.00
0.70
1.20
0.30
26
3.80
5.30
25.70 102.30
78.40 737.90
27.90
5.30
1.40
0.70
1.40
0.30
27
4.80
4.80
46.40
93.00
97.60 184.10
28.60
4.80
1.40
0.70
1.40
0.30
28
5.50
4.80
94.10
89.60 172.50 155.40
28.60
4.40
1.40
0.70
1.40
0.30
29
5.70
5.30 161.00 316.40 414.30 172.50
30.10
4.40
1.40
0.70
0.30
30
5.70
5.30 293.10 1717.10 301.80 454.70
27.20
4.20
1.40
0.70
0.30
31
4.80
1087.10 144.20
24.30
1.40
0.70
0.30
----------
--------------
Total
117.80 146.90 998.40 10205.30 14979.40 13370.00 1684.00 407.10 166.10
26.30
18.00
15.30 42134.60
Ton
Mean
3.90
4.70
33.30 329.20 483.20 445.70
54.30
13.60
5.40
0.80
0.60
0.50
Max
5.70
5.70 293.10 1717.10 7302.60 4805.30 153.50
26.40
8.50
1.40
1.40
1.20 7302.60
Min
3.00
3.00
4.80
19.00
78.40
91.80
24.30
4.20
1.40
0.70
0.10
0.30
0.10
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