Basic HTML Version
749
WATER YEAR : 2013
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
Location : on left bank at the bridge on highway.
Ban
Kan Luang Dong
Amphoe
Dong Luang
Changwat
Muk Dahan
1,119 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
292
0.8637
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.1492 QW
1.37310
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.10
2.80
13.90 737.00 122.50 223.30
44.20
8.80
4.50
2.40
2.00
2
0.00
0.10
1.20
14.40 612.10 126.80 176.20
41.80
8.40
4.50
2.80
2.00
3
0.00
0.20
3.40
13.40 538.50 118.30 173.90
39.40
8.00
4.50
2.80
1.90
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
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4
0.00
0.20
10.60
13.40 489.10 103.80 188.60
34.80
7.60
4.50
2.00
1.90
5
0.00
0.40
11.50
13.40 425.30 114.10 124.60
30.40
7.20
4.50
2.00
1.90
6
0.00
1.60
26.10
26.10 384.20 109.90 135.40
28.20
8.80
4.80
1.90
1.70
7
0.00
9.30
12.00
14.40 394.40
87.90 137.60
26.10
8.80
4.80
1.60
1.70
8
0.00
16.20
5.60
26.10 430.60
74.60 128.90
26.10
9.30
4.80
1.30
1.70
9
0.00
15.30
1.60
31.50 505.50
38.30 109.90
22.00
9.30
4.80
1.30
1.70
10
0.00
37.10
2.10
30.40 583.50
31.50 109.90
21.00
9.30
4.80
1.30
1.70
11
0.00
80.20 162.30
61.90 709.50
32.60
99.80
18.10
8.80
4.80
1.30
1.30
12
0.00
93.80 142.00 112.00 516.40
31.50
86.00
18.10
8.80
4.80
1.30
1.30
13
0.00
39.40
45.40 451.60 425.30
56.70
80.20
18.10
8.80
4.80
1.30
1.10
14
0.00
38.30
20.00 103.80 369.10 146.50
71.40
15.30
8.80
4.50
1.30
1.10
15
0.00
12.50
17.20
68.60 281.90 430.60
70.00
13.90
8.80
4.50
1.30
0.80
16
0.00
7.20
11.50
71.40 205.80 850.00 146.50
13.90
8.40
4.10
1.30
0.70
17
0.00
3.80
8.00 135.40 157.70 944.80 389.30
13.90
8.40
4.10
1.30
0.60
18
0.00
1.40
7.60 139.80 137.60 1096.60 248.50
13.90
8.40
4.10
1.30
0.60
19
0.00
0.60
11.10 135.40 114.10 2391.60 135.40
12.50
8.40
3.80
1.20
0.60
20
0 00
0 80
4 10 572 20
63 20 2541 30
99 80
11 50
8 40
3 80
1 20
0 60
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
1.30
3.40 527.50
71.40 2821.80
99.80
11.10
8.00
3.40
1.20
0.60
22
0.00
12.00
2.00 641.90
72.70 3606.20
87.90
10.60
8.00
3.10
1.10
0.60
23
0.00
67.30 124.60 648.60
76.50 1935.30
65.90
10.20
7.60
2.80
1.10
0.60
24
0.00
43.00 384.20 1172.50
82.10 1113.40
63.20
9.70
7.20
2.40
1.40
0.60
25
0.00
22.00
63.20 3422.00
91.80 1138.60
58.00
9.30
6.30
2.10
1.60
0.50
26
0.10
8.80
45.40 2914.40 112.00 1399.10
58.00
9.30
6.00
2.00
1.90
0.50
27
0.10
4.50
40.60 293.30 169.20 394.40
51.60
9.30
6.00
2.00
2.00
0.50
28
0 10
5 20
33 70 478 30 237 60 300 90
54 10
9 30
5 20
1 90
2 00
0 40
.
.
.
.
.
.
.
.
.
.
.
.
29
0.10
4.50
33.70 997.70 173.90 285.70
52.80
9.30
5.20
1.70
0.40
30
0.10
4.50
31.50 944.80 114.10 270.60
49.10
9.30
4.80
1.60
0.40
31
4.50
915.40 120.40
46.60
4.50
1.30
0.40
----------
--------------
Total
0.50 536.10 1268.40 15005.50 9402.50 22715.90 3622.20 560.60 240.30 114.10
44.50
32.40 53543.00
Ton
Mean
0.00
17.30
42.30 484.00 303.30 757.20 116.80
18.70
7.80
3.70
1.60
1.00
Max
0.10
93.80 384.20 3422.00 737.00 3606.20 389.30
44.20
9.30
4.80
2.80
2.00 3606.20
Min
0.00
0.10
1.20
13.40
63.20
31.50
46.60
9.30
4.50
1.30
1.10
0.40
0.00
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