738
Location : on left bank at Ban Na Charoen.
Ban
Na Charoen
Amphoe
Nong Bua Daeng
Changwat
Chaiyaphum
WATER YEAR : 2011
CHI RIVER BASIN
Lam Saphung at Ban Na Charoen , Chaiyaphum (E.83)
Lat 16 - 09 - 21 N Long 101 - 39 - 13 E
744
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2005-Cont'd
Actual Measurement
2005-Cont'd
2011
Drainge Area
Using Rating Curve Water Year
Instrument Used
20
0.8352
Continued Sediment Station
QS = 1.6660 QW
1.35030
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
0.40
0.50
17.10
2.00 314.90 119.70 295.80
46.30
8.70
1.80
1.10
0.30
2
0.40
0.70
22.40
3.60 455.00 103.60 227.60
45.40
8.30
1.70
1.00
0.20
3
0.40
1.20
22.20
4.60 492.40 106.20 246.40
35.80
7.90
1.60
1.00
0.20
4
0.40
1.60
15.60
4.50 397.20 145.40 374.40
34.80
7.70
1.60
1.00
0.20
5
0.50
1.40
12.80
4.40 339.10 155.70 310.40
34.60
7.50
1.60
1.10
0.20
6
0 50
1 20
10 20
4 20 266 20 205 70 327 50
33 80
7 10
1 60
1 10
0 10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.60
1.10
7.90
4.10 200.60 277.30 262.20
32.90
6.80
1.50
1.20
0.10
8
0.70
1.00
6.30
4.10 138.30 194.60 202.30
32.40
6.60
1.50
1.30
0.10
9
0.80
1.00
5.80
4.00
97.80 273.20 191.20
29.70
6.30
1.40
1.20
0.60
10
0.80
0.90
5.20
4.00
79.60 385.10 219.70
27.60
5.90
1.40
1.20
0.60
11
0.80
1.20
4.60
3.90
65.50 656.50 193.70
26.50
5.60
1.30
1.10
0.50
12
0.80
1.30
4.00
4.20
57.20 2232.90 154.90
25.30
5.20
1.20
1.00
0.50
13
0.70
1.40
3.40
5.00
54.20 3743.00 140.60
22.80
5.00
1.20
0.90
0.50
14
0 70
2 50
2 90
5 70
55 50 2059 30 152 50
20 90
4 70
1 20
0 80
0 90
.
.
.
.
.
.
.
.
.
.
.
.
15
0.70
14.60
2.40
6.10
99.70 1184.90 196.30
19.60
4.50
1.20
0.70
0.80
16
0.70
11.10
1.90
6.10
93.70 819.80 230.30
17.90
4.20
1.20
0.70
0.70
17
0.70
8.40
1.70
6.20 146.90 484.50 244.60
17.30
4.00
1.20
0.70
0.70
18
0.60
6.60
1.60
6.60 124.50 374.40 232.00
15.00
3.80
1.20
0.70
0.60
19
0.50
6.20
1.60
12.30 139.90 349.60 157.30
14.50
3.60
1.10
0.60
0.60
20
0.50
5.70
1.60
15.00 243.70 282.40 133.60
13.40
3.50
1.10
0.60
0.60
21
0.50
4.80
1.50
19.40 314.90 394.80 111.60
13.10
3.40
1.40
0.50
0.50
22
0.50
3.70
1.50
33.10 298.90 522.50
96.10
12.80
3.00
1.80
0.50
0.50
23
0.50
3.10
1.40
31.40 242.80 430.50
87.50
12.30
2.80
2.50
0.50
0.40
24
0.50
2.80
1.40
29.00 192.00 369.60
76.30
12.20
2.70
2.10
0.40
0.30
25
0.40
2.60
1.30
29.50 146.90 312.60
72.60
11.90
2.60
1.80
0.40
0.20
26
0.40
3.60
1.30
34.10 120.40 232.90
61.60
11.60
2.40
1.60
0.40
0.20
27
0.40
5.00
1.30
35.10 136.00 294.70
54.90
11.10
2.20
1.40
0.40
0.20
28
0.40
8.60
1.20
35.30 153.30 597.80
50.60
10.20
2.10
1.30
0.40
0.10
29
0.40
14.30
1.20
34.10 168.70 445.70
49.90
9.80
2.00
1.20
0.40
0.10
30
0.40
17.10
1.20
33.30 159.70 339.10
49.90
9.70
1.90
1.10
0.10
31
16.20
32.40 182.80
49.60
1.80
1.10
0.10
----------
--------------
Total
16.60 151.40 164.50 457.30 5978.30 18094.00 5253.90 661.20 143.80
44.90
22.90
11.70 31000.50
Ton
Mean
0.60
4.90
5.50
14.80 192.80 603.10 169.50
22.00
4.60
1.40
0.80
0.40
Max
0.80
17.10
22.40
35.30 492.40 3743.00 374.40
46.30
8.70
2.50
1.30
0.90 3743.00
Min
0.40
0.50
1.20
2.00
54.20 103.60
49.60
9.70
1.80
1.10
0.40
0.10
0.10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------