Basic HTML Version
758
WATER YEAR : 2013
CHI RIVER BASIN
Chi River at Ban Khai , Chaiyaphum (E.23)
Lat 15 - 40 - 49 N Long 102 - 00 - 46 E
Location : on left bank at the bridge on highway.
Ban
Khai
Amphoe
Mueang
Changwat
Chaiyaphum
6,282 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
269
0.8374
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 5.3012 QW
1.14480
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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1
1.90
0.00
0.00
0.00 352.50 145.00 13663.70 1230.00
31.90
11.70
0.00
0.00
2
0.40
0.00
0.00
0.00 247.00 171.70 13663.70 1004.80
28.90
13.10
0.00
0.00
3
0.40
0.00
0.00
0.00 171.70 179.10 13447.80 799.90
25.90
10.40
0.00
0.00
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
1.30
0.00
0.00
0.00 126.90 157.10 13231.90 665.40
24.40
6.50
0.00
0.00
5
1.90
0.00
0.00
0.00
97.50 126.90 13023.40 551.80
23.00
6.50
0.00
0.00
6
0.80
4.10
0.00
0.00
72.80
99.40 12814.70 475.60
23.00
5.30
0.00
0.00
7
0.00
5.30
0.00
0.00
46.00 101.30 12607.00 418.20
20.10
4.70
0.00
0.00
8
0.00
4.10
0.00
0.00
59.90 109.10 11986.00 380.40
18.60
4.10
0.00
0.00
9
0.00
3.00
0.00
52.70
59.90 154.60 10053.20 358.60
17.20
3.00
0.00
0.00
10
0.00
3.00
0.00 113.00
51.00 231.70 7359.50 340.10
14.40
2.40
0.00
0.00
11
0.00
2.40
0.00 159.50 101.30 291.30 5005.80 324.70
11.70
1.90
0.00
0.00
12
0.00
1.90
0.00 128.90 247.00 340.10 3344.10 276.20
9.10
2.40
0.00
0.00
13
1.30
1.30
0.00 126.90 513.50 346.30 2456.80 244.40
7.80
1.90
0.00
0.00
14
10.40
0.80
0.00
93.60 576.30 396.10 2075.60 213.90
6.50
1.90
0.00
0.00
15
13.10
0.00
0.00
54.50 458.50 544.80 1875.40 201.40
5.30
1.90
0.00
0.00
16
10.40
0.00
0.00
36.50 330.90 665.40 1776.30 193.90
7.80
2.40
0.00
0.00
17
10.40
0.00
0.00
14.40 257.30 718.00 1700.50 186.50
10.40
3.00
0.00
0.00
18
10.40
0.00
0.00
0.00 213.90 709.90 1629.70 179.10
20.10
2.40
0.00
0.00
19
9.10
0.00
0.00
0.00 145.00 750.60 1566.70 169.20
24.40
2.40
0.00
0.00
20
4 10
0 00
0 00
0 00 117 00 833 60 1594 70 159 50
25 90
1 90
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
21
5.30
0.00
0.00
0.00
97.50 931.00 1671.80 136.90
25.90
1.30
0.00
0.00
22
4.10
0.00
0.00
0.00
80.30 1169.80 1745.90 119.00
21.50
0.80
0.00
0.00
23
3.00
0.00
0.00
0.00
67.30 1448.70 1799.10
82.20
18.60
0.40
0.00
0.00
24
1.90
0.00
0.00
3.50
65.40 1650.70 1844.80
65.40
15.80
0.00
0.00
0.00
25
0.00
0.00
0.00 130.90
89.80 1921.40 1867.70
52.70
13.10
0.00
0.00
0.00
26
0.00
0.00
0.00 303.40 161.90 2599.80 1844.80
44.40
13.10
0.00
0.00
0.00
27
0.00
0.00
0.00 396.10 166.80 5514.10 1791.50
42.80
15.80
0.00
0.00
0.00
28
0 00
0 00
0 00 318 60 145 00 11004 50 1738 30
41 20
14 40
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
0.00
0.00 198.90 132.90 12192.40 1664.80
38.10
14.40
0.00
0.00
30
0.00
0.00
0.00 229.10 132.90 13023.40 1566.70
33.50
13.10
0.00
0.00
31
0.00
358.60 134.90
1421.10
11.70
0.00
0.00
----------
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Total
90.20
25.90
0.00 2719.10 5520.60 58527.80 163833.00 9029.80 533.80
92.30
0.00
0.00 240372.50
Ton
Mean
3.00
0.80
0.00
87.70 178.10 1950.90 5284.90 301.00
17.20
3.00
0.00
0.00
Max
13.10
5.30
0.00 396.10 576.30 13023.40 13663.70 1230.00
31.90
13.10
0.00
0.00 13663.70
Min
0.00
0.00
0.00
0.00
46.00
99.40 1421.10
33.50
5.30
0.00
0.00
0.00
0.00
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