Basic HTML Version
726
Location : on right bank at the bridge on Highway.
Ban
Nongyaplong
Amphoe
Mueang
Changwat
Si Sa Ket
WATER YEAR : 2012
MUN RIVER BASIN
Huai Samran at Ban Nongyaplong, Si Sa ket (M.9)
Lat 15 - 06 - 58 N Long 104 - 19 - 21 E
2,988 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
40
0.9669
Continued Sediment Station
QS = 5.0756 QW
0.99400
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
2.20
1.90
2.70
2.90
1.90
6.50 212.40
45.20
0.00
0.00
0.00
0.00
2
2.10
1.90
2.50
3.70
1.90
6.30 196.60
40.30
0.00
0.00
0.00
0.00
3
1.90
2.60
2.30
3.80
1.90
5.40 174.90
37.90
0.00
0.00
0.00
0.00
4
1.90
2.30
2.10
3.00
1.90
5.90 176.90
38.90
0.00
0.00
0.00
0.00
5
2.10
2.00
2.10
2.70
4.70
7.30 218.30
35.10
0.00
0.00
0.00
0.00
6
2 60
2 20
2 00
4 20
3 60
11 60 222 30
29 80
0 00
0 00
0 00
0 00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
2.30
2.30
1.90
4.30
2.60
10.10 216.30
26.30
0.00
0.00
0.00
0.00
8
2.10
2.60
2.20
5.40
2.40
38.90 202.50
23.50
0.00
0.00
0.00
0.00
9
2.10
2.20
2.50
5.60
2.40
97.70 247.90
20.40
0.00
0.00
0.00
0.00
10
1.90
2.10
2.30
5.30
2.40 133.40 277.50
16.90
0.00
0.00
0.00
0.00
11
1.90
2.10
2.70
14.10
1.90 139.30 316.80
15.50
0.00
0.00
0.00
0.00
12
1.90
2.10
4.20
4.40
1.90 149.70 366.00
14.10
0.00
0.00
0.00
0.00
13
1.90
2.80
4.50
3.40
1.90 160.10 426.00
12.30
0.00
0.00
0.00
0.00
14
1 90
2 40
4 20
3 10
1 90 194 60 423 00
11 10
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
1.90
2.10
3.70
2.90
1.90 242.00 434.80
10.10
0.00
0.00
0.00
0.00
16
1.90
2.60
3.40
2.90
2.00 245.90 452.50
8.60
0.00
0.00
0.00
0.00
17
1.90
2.40
3.20
2.90
2.00 224.20 417.10
6.30
0.00
0.00
0.00
0.00
18
1.90
2.10
3.40
2.50
2.20 279.90 363.60
4.60
0.00
0.00
0.00
0.00
19
2.00
2.10
3.00
2.40
2.00 272.50 316.80
3.40
0.00
0.00
0.00
0.00
20
2.00
2.10
2.80
2.30
1.90 232.10 267.60
3.30
0.00
0.00
0.00
0.00
21
1.90
2.10
2.60
2.10
2.00 180.80 240.00
3.50
0.00
0.00
0.00
0.00
22
1.90
2.00
3.20
1.90
1.90 137.80 200.60
3.80
0.00
0.00
0.00
0.00
23
1.90
2.10
24.20
1.90
2.00 101.70 103.70
3.90
0.00
0.00
0.00
0.00
24
1.90
2.00
3.90
1.90
1.90
74.90
83.80
3.80
0.00
0.00
0.00
0.00
25
1.90
3.10
2.60
2.00
2.00
67.00
73.90
3.80
0.00
0.00
0.00
0.00
26
1.90
2.80
2.50
1.90
2.20
73.90
65.00
3.80
0.00
0.00
0.00
0.00
27
1.90
2.40
2.20
1.90
3.00 109.60
59.00
4.20
0.00
0.00
0.00
0.00
28
1.90
2.60
2.20
1.90
3.10 184.80
49.70
4.70
0.00
0.00
0.00
0.00
29
1.90
2.30
2.10
1.90
4.20 230.10
43.40
5.00
0.00
0.00
0.00
30
1.90
2.10
2.10
1.90
17.60 220.30
43.40
5.00
0.00
0.00
0.00
31
2.10
1.80
10.10
52.00
0.00
0.00
0.00
----------
--------------
Total
59.40
70.50 105.30 102.90
95.30 3844.30 6944.30 445.10
0.00
0.00
0.00
0.00 11667.10
Ton
Mean
2.00
2.30
3.50
3.30
3.10 128.10 224.00
14.80
0.00
0.00
0.00
0.00
Max
2.60
3.10
24.20
14.10
17.60 279.90 452.50
45.20
0.00
0.00
0.00
0.00 452.50
Min
1.90
1.90
1.90
1.80
1.90
5.40
43.40
3.30
0.00
0.00
0.00
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------